COORDENADORIA DE ENGENHARIA CIVIL
FERNANDO GURGEL FERREIRA
GUILHERME CAMPOS WEISMANN
LUIS MARCELO FRANCISCÃO
PROJETO DE EDIFÍCIO RESIDENCIAL
Sorocaba/SP
2015
FERNANDO GURGEL FERREIRA
GUILHERME CAMPOS WEISMANN
LUIS MARCELO FRANCISCÃO
PROJETO DE EDIFÍCIO RESIDENCIAL
Trabalho de Conclusão de Curso apresentado à Faculdade de Engenharia de Sorocaba, como exigência parcial para obtenção do Diploma em Graduação em Engenharia Civil.
Sorocaba/SP
2015
FICHA CATALOGRÁFICA
ELABORADA PELA “BIBLIOTECA FACENS”
F383p
Ferreira, Fernando Gurgel.
Projeto de edifício residencial / Fernando Gurgel Ferreira; Guilherme Campos
Weismann; Luis Marcelo Franciscão – Sorocaba, SP: [s.n], 2015
130f.; 29 cm.
Trabalho de Conclusão de Curso (Graduação) – Faculdade de Engenharia de
Sorocaba, Coordenadoria de Engenharia Civil – Curso de Engenharia Civil, 2015
Orientador: Prof. Paulo Sérgio de Souza Nogueira
Prof. Me. Wilson Tadeu Rosa Filho
Prof. Dr. José Antônio De Milito.
1. Edificio de apartamentos. 2. Engenharia Civil. I. Weismann, Guilherme
Campos. II. Franciscão, Luis Marcelo. III. Faculdade de Engenharia de Sorocaba.
IV. Título.
CDU 721
PROJETO DE EDIFÍCIO RESIDENCIAL
Trabalho de Conclusão de Curso apresentado à Faculdade de Engenharia de Sorocaba, como exigência parcial para obtenção do Diploma em Graduação em Engenharia Civil.
Comissão Examinadora:
Prof. Paulo Sérgio de Souza Nogueira
Prof. Me. Wilson Tadeu Rosa Filho
Coordenador:
Ass.: ______________________________________
Prof. Dr. José Antônio De Milito
Sorocaba/SP
2015
À Deus, que nos dá saúde para corrermos atrás de nossos sonhos. Às nossas famílias, que nos apoiam e confortam nos momentos difíceis. Aos amigos e namoradas, que estiveram ao nosso lado durante todo este tempo de desafio.
AGRADECIMENTOS
Certamente não conseguirei com palavras demonstrar a gratidão que sinto por todos os que
fizeram parte desta etapa tão importante para o meu crescimento pessoal.
Cada momento desta longa trajetória foi essencial para que tudo ocorresse a favor da
realização do sonho de me tornar Engenheiro Civil.
Agradeço aos que influenciaram diretamente nessa escolha e estiveram ao meu lado desde o
início, meus pais, Leila e Ronaldo e minha irmã, Renata. Sem me esquecer do apoio de outros
familiares.
Com igual relevância agradeço ao apoio contínuo da minha namorada Larissa e das amizades
feitas durante o curso, que dividiram comigo suas ideias e aprendizados, especialmente estes que
também realizaram este trabalho, Guilherme e Luís Marcelo.
O melhor que posso fazer para retribuir todo esse apoio e carinho é exercendo esta linda
profissão com ética, respeito e com a alegria que já está presente apenas por saber que esta nova
etapa começa agora.
Fernando Gurgel Ferreira
AGRADECIMENTOS
Agradeço em primeiro lugar a Deus, que me deu uma vida com saúde, me possibilitando correr
atrás dos meus sonhos.
Agradeço a meus pais, que me criaram com muito carinho, respeito, dedicação e sacrifício, e
me deram a base necessária para a realização deste sonho.
Agradeço à minha irmã, pela parceria e ajuda em todos os momentos que precisei, tanto na
casa, na faculdade e também no trabalho.
Agradeço à minha namorada, que me apoia em tudo que faço, e me faz acreditar em mim
mesmo todas as vezes que me sinto inseguro.
Agradeço às amizades que fiz durante o curso, que são muitas, e muito valiosas. É sempre
bom saber que existe muita gente boa no mundo, e que às vezes só nos falta a oportunidade de
conhecê-las.
Guilherme Campos Weismann
AGRADECIMENTOS
Quero agradecer, em primeiro lugar, a Deus, por sempre iluminar os meus caminhos e por me
dar força e coragem para encarar os desafios que estão por vir.
Aos meus pais, Sebastiana e Cláudio, que superando todas as dificuldades que a vida lhes
proporcionou, não mediram esforços para que eu tivesse condições de alcançar este tão sonhado
objetivo.
A minha futura esposa, Ana Letícia, que me apoiou em cada momento de dificuldade e que
comemorou comigo todas as minhas vitórias.
As minhas irmãs, Cristiane e Claudia, meu cunhado Renato, e meus sobrinhos, Leonardo,
Isabelle, Victor e Daniel, que nos momentos de minha ausência dedicados ao estudo superior, sempre
fizeram entender que o futuro é feito a partir da constante dedicação no presente.
Aos meus amigos da faculdade, em especial aos que desenvolveram este trabalho comigo,
Fernando e Guilherme, pois o auxílio e companheirismo de todos eles foram fundamentais para o meu
desenvolvimento acadêmico e pessoal.
A esta faculdade, sеυ corpo docente, direção е administração qυе oportunizaram а janela qυе
hoje vislumbro υm horizonte de crescimento e oportunidades.
A todos qυе direta оυ indiretamente fizeram parte dа minha formação, о mеυ muito obrigado.
Luis Marcelo Franciscão
Embora ninguém possa voltar atrás e fazer um novo
começo, qualquer um pode começar agora e fazer um
novo fim.
Chico Xavier
RESUMO
Ferreira, F. G. Weismann, G. C. Franciscão, L. M. Projeto de Edifício Residencial.
Sorocaba, 2015, ___ folhas. Trabalho de Conclusão de Curso (Graduação) – Curso
de Engenharia Civil, Faculdade de Engenharia de Sorocaba, 2015.
Buscando abranger todo conhecimento adquirido durante os cinco anos do curso de
Engenharia Civil, este trabalho aplica na prática diversas disciplinas estudadas.
Seguindo o plano diretor da Estância Turística de Ibiúna, foi adotado um terreno, num
bairro próximo ao centro da cidade, para que fosse construído um edifício residencial
de dois pavimentos, totalizando nove apartamentos, considerando o mercado
favorável para o ramo imobiliário neste município. Cada apartamento tipo possui dois
quartos, sendo uma suíte, sala, cozinha, lavanderia e banheiro social. O apartamento
localizado no térreo é adaptado para Portadores de Necessidades Especiais. A
edificação foi projetada atendendo todos os parâmetros do Código de Obras da
cidade, no que se refere a medidas, recuos, etc. logo após o projeto arquitetônico ser
concluído e aprovado, utilizando-se do software CAD/TQS, foi elaborado o projeto
estrutural na busca de um projeto seguro e viável economicamente. No Memorial
Descritivo encontram-se a forma de execução das atividades e também os materiais
a serem empregados na obra. O projeto em questão seguiu estritamente todas as
recomendações das normas brasileiras vigentes.
Palavras chave: Edifício. Residencial. Engenharia Civil.
ABSTRACT
Ferreira, F. G. Weismann, G. C. Franciscão, L. M. Residential Building Project.
Sorocaba, 2015, ___ leaves. Work Completion of Course (Graduation) – Civil
Engeneering Course, Faculdade de Engenharia de Sorocaba, 2015.
Looking for cover all knowledge acquired during the five years of the Civil Engineering
course, this work applies in practice various disciplines studied. Following the master
plan of Estância Turística de Ibiúna, a plot was adopted in the near neighborhood of
the city center, to be built a residential building with two floors, totaling nine apartments,
considering the favorable market for real estate business in this city. Each apartment
type has two bedrooms, one en suite, living room, kitchen, laundry and social
bathroom. The apartment located on the ground floor is adapted to Persons with
Special Needs. The building was designed taking into account all parameters of city
building codes, as regards the measures, retreats, etc. Right after the architectural
design is completed and approved, using CAD / TQS software, designed the structural
design in the pursuit of a safe, economically viable project. In the Descriptive Memorial
are a form of execution of the activities and also the materials to be used in the work.
The project involved strictly follows all recommendations of current Brazilian standards.
Keywords: Building. Residential. Civil Engeneering.
SUMÁRIO
1 INTRODUÇÃO -------------------------------------------------------------------------------- 14
2 MEMORIAL DESCRITIVO ----------------------------------------------------------------- 15
2.1 Serviços Preliminares ----------------------------------------------------------------------- 15 2.2 Locação da Obra ----------------------------------------------------------------------------- 15 2.3 Divisas ------------------------------------------------------------------------------------------ 16 2.4 Terraplenagem ------------------------------------------------------------------------------- 16 2.5 Fundação -------------------------------------------------------------------------------------- 16 2.6 Aço ---------------------------------------------------------------------------------------------- 17 2.7 Concreto --------------------------------------------------------------------------------------- 17 2.8 Fôrmas ----------------------------------------------------------------------------------------- 17 2.9 Armaduras ------------------------------------------------------------------------------------- 18 2.10 Concretagem ---------------------------------------------------------------------------------- 18 2.11 Vigas Baldrame------------------------------------------------------------------------------- 18 2.12 Alvenaria --------------------------------------------------------------------------------------- 19 2.12.1 Alvenaria interna ------------------------------------------------------------------------- 19 2.12.2 Alvenaria externa ------------------------------------------------------------------------ 19 2.13 Forros ------------------------------------------------------------------------------------------- 20 2.14 Telhado ----------------------------------------------------------------------------------------- 20 2.14.1 Calhas e rufos ---------------------------------------------------------------------------- 20 2.15 Revestimento --------------------------------------------------------------------------------- 21 2.15.1 Chapisco ----------------------------------------------------------------------------------- 21 2.15.2 Emboço ------------------------------------------------------------------------------------ 21 2.15.3 Reboco ------------------------------------------------------------------------------------- 21 2.16 Impermeabilização de Àreas Frias ------------------------------------------------------- 21 2.17 Revestimentos Cerâmicos ----------------------------------------------------------------- 22 2.17.1 Azulejos ------------------------------------------------------------------------------------ 22 2.17.2 Pisos ---------------------------------------------------------------------------------------- 22 2.18 Rodapés---------------------------------------------------------------------------------------- 22 2.19 Soleiras e Peitoris ---------------------------------------------------------------------------- 23 2.20 Esquadrias de Alumínio -------------------------------------------------------------------- 23 2.20.1 Portas -------------------------------------------------------------------------------------- 23 2.20.2 Janelas ------------------------------------------------------------------------------------- 23 2.20.3 Vitrôs --------------------------------------------------------------------------------------- 23 2.21 Vidros ------------------------------------------------------------------------------------------- 23 2.22 Instalações Hidráulicas e de Esgoto----------------------------------------------------- 24 2.23 Instalações Elétricas ------------------------------------------------------------------------ 24 2.24 Instalações Telefônicas --------------------------------------------------------------------- 25 2.25 SPDA ------------------------------------------------------------------------------------------- 25 2.26 Combate à Incêndio ------------------------------------------------------------------------- 25 2.27 Limpeza Geral da Obra --------------------------------------------------------------------- 26
3 PROJETO ESTRUTURAL ----------------------------------------------------------------- 27
3.1 Materiais --------------------------------------------------------------------------------------- 27 3.2 Memoriais de Cálculo ----------------------------------------------------------------------- 27 3.2.1 Vigas --------------------------------------------------------------------------------------- 27 3.2.1.1 Vigas da caixa -------------------------------------------------------------------------- 27 3.2.1.2 Vigas da cobertura -------------------------------------------------------------------- 30 3.2.1.3 Vigas do segundo pavimento ------------------------------------------------------- 44 3.2.1.4 Vigas do primeiro pavimento -------------------------------------------------------- 57 3.2.1.5 Vigas da fundação --------------------------------------------------------------------- 71 3.2.2 Lajes ---------------------------------------------------------------------------------------- 77 3.2.2.1 Lajes da caixa -------------------------------------------------------------------------- 77 3.2.2.2 Lajes da cobertura --------------------------------------------------------------------- 79 3.2.2.3 Lajes do segundo pavimento ------------------------------------------------------- 91 3.2.2.4 Lajes do primeiro pavimento ------------------------------------------------------- 103 3.2.3 Pilares ------------------------------------------------------------------------------------- 115 3.2.4 Blocos de Fundação ------------------------------------------------------------------- 155
4 CONCLUSÃO -------------------------------------------------------------------------------- 165
REFERÊNCIAS ---------------------------------------------------------------------------------- 166
ANEXOS -------------------------------------------------------------------------------------------- 167
14
1 INTRODUÇÃO
O presente trabalho de conclusão de curso apresenta o projeto e a construção
de um edifício residencial de dois pavimentos, provido de nove apartamentos com dois
quartos, sendo uma suíte, sala, cozinha, lavanderia e banheiro social. O apartamento
do térreo é adaptado para Portadores de Necessidades Especiais.
O grande desafio é projetar um edifício que seja economicamente viável e que
se encaixe em um terreno relativamente pequeno, com aproximadamente 450,00 m²,
e que respeite o código de obras do município, bem como as normas brasileiras
vigentes.
Neste volume serão apresentados os critérios para adoção do projeto
arquitetônico, os detalhes dos materiais e métodos de execução escolhidos, e estarão
anexos os projetos e detalhamentos de vigas, lajes, blocos e pilares.
15
2 MEMORIAL DESCRITIVO DOS SERVIÇOS
2.1 Serviços Preliminares
O primeiro passo é levar o projeto arquitetônico, o memorial descritivo e outros
documentos solicitados à Secretaria de Obras da cidade da obra, no caso a Estância
Turística de Ibiúna.
O terreno deve ser fechado com tapumes por se tratar de um terreno no meio
da cidade, e deve conter as placas de identificação da obra, contendo o nome do
Responsável Técnico e também o nome do empreendimento.
No terreno, deve ser executado sondagem, garantindo a adoção de um sistema
de fundação adequado para a estrutura.
Além dos tapumes, deve ser construída uma estrutura provisória que deverá
conter no mínimo: um cômodo para almoxarifado, um para escritório. Também conter
vestiários e banheiros, de acordo com o número de funcionários na obra.
Deve se solicitar também, logo no início da obra, a instalação de água fria,
esgoto e energia elétrica às concessionárias.
2.2 Locação da Obra
A locação da obra é marcar os primeiros limites da obra, como paredes, pilares,
muros, e etc. utilizando-se de linhas ou tábuas, dependendo do sistema adotado.
Para este tipo de obra, pode ser dispensado o auxílio do topógrafo, porém é
bastante utilizado.
O sistema adotado para esta obra é o sistema de gabaritos montados no
esquadro, respeitando 1 metro dos eixos das paredes externas.
16
2.3 Divisas
As divisas da obra serão muros com blocos de concreto 19x19x39. Os blocos
devem ser assentados em prumo e nível, deixando-se juntas verticais e horizontais
com espessuras de 1 centímetro. O blocos devem ser assentados com argamassa no
traço 1:0,5:8.
Devido ao corte do terreno, deverá ser construído nos fundos do terreno um
muro de arrimo, armado com aço CA-50.
A fundação dos muros de divisa será de brocas de concreto armado.
2.4 Terraplenagem
Terraplenar o terreno é deixá-lo pronto para a implantação do projeto.
Nesta obra, foi necessário fazer um corte de terra com compensação no próprio
terreno.
O corte e o aterro tiveram altura de aproximadamente 1,5 metros de altura.
O serviço foi executado em 3 dias, utilizando-se de escavadeira hidráulica de
15 toneladas.
2.5 Fundação
O sistema de fundação adotado para este projeto foi o de estacas de hélice
contínua.
Os pilares da estrutura vão descarregar seus esforços verticais nos blocos de
estacas.
As estacas serão escavadas por uma caminhão bate-estacas, que executa o
serviço e cobra por metro de estaca escavado, logo após o acerto do terreno pela
empresa de terraplenagem.
Para ancorar as estacas aos blocos, devem-se concretar as estacas até 25
17
centímetros acima do fundo dos blocos.
Toda fundação deve seguir rigorosamente o projeto executivo, a fim de garantir
a segurança da obra.
As estacas serão armadas com aço CA-50, e o concreto a ser utilizado é
usinado, com Fck 25, e deverão ser retirados amostras para moldagem de corpos de
prova para ensaio e teste da resistência do concreto.
Para impedir que a armadura da fundação fique em contato com o solo, deve
ser executado um lastro de concreto de 5 centímetro.
2.6 Aço
Todo aço que será utilizado na obra deverá ser da marca Gerdau, pela
qualidade conhecida e comprovada.
2.7 Concreto
O concreto utilizando na obra deverá ter Fck mínimo de 25 P Mpa, deverá ter
uma relação água-cimento de no máximo 0,6 e um abatimento de 13 + - 2 cm.
Todo concreto deve ser comprado da empresa Extrabase, que é referência no
ramo de concreteiras.
Para ensaiar os corpos de prova, deverá ser contratada a empresa Lemat, que
é confiável e tem bons preços no mercado.
2.8 Fôrmas
Para executar a concretagem de todas as etapas da obra, inclusive fundação,
deverão ser utilizadas fôrmas de tábuas de madeira, seguindo projeto executivo
fornecido pelo projetista.
18
Instantes antes das concretagens, devem ser umedecidas para garantir-se que
elas não absorvam água de amassamento do concreto, o que prejudicaria a qualidade
do mesmo. As formas deverão ser retiradas com, no mínimo, 28 dias, que representa
o tempo de cura do concreto utilizado.
Para segurar as fôrmas, serão utilizadas longarinas, barrotes, tirantes e escoras
metálicas, providas, quando da necessidade, de rosca, para um melhor
posicionamento das peças.
2.9 Armaduras
As armaduras deverão ter um recobrimento mínimo de 3 centímetros, a fim de
garantir a não corrosão das mesmas.
O projetista deverá especificar no projeto executivo as bitolas, amarração e etc.
das armaduras, e o engenheiro da obra será responsável pelo seguimento estrito do
projeto.
2.10 Concretagem
Após a conferência das armaduras e das fôrmas, a concretagem pode ser
liberada. Esta deve ser muito bem programada, para se evitar defeitos, interrupções
e desperdício. Para adensar o concreto, serão utilizados vibradores de imersão.
2.11 Vigas Baldrame
São as vigas que regularizam nível e prumo das fundações, e servem de base
para a alvenaria.
Devem ser impermeabilizadas utilizando-se de mantas para evitar a passagem
de umidade para o piso.
19
2.12 Alvenaria
A alvenaria desta obra tem função apenas de vedação. As paredes internas e
externas terão espessuras diferentes, devido a atuação de cada uma delas.
2.12.1 Alvenaria interna
A alvenaria interna terá espessura de 14 centímetros, pois o bloco utilizado será
o 14x19x39. Esta alvenaria se limitará à altura do forro.
A amarração com as paredes externas deverá ser feita com tela metálica nas
juntas das fiadas.
Todos os blocos deverão ter resistência mínima de 3 Mpa, e algumas amostras
deverão ser ensaiadas por laboratório.
Nos vãos de portas deverão ser utilizadas vergas, feitas com blocos canaleta
preenchido com concreto e com 2 barras de 12 mm de diâmetro. As vergas deverão
passar 50 centímetros dos limites dos vãos, para cada lado.
2.12.2 Alvenaria externa
A alvenaria externa terá função apenas de vedação, e deverá ser executada
com blocos de concreto com dimensões 19x19x39, e deverão ser assentados com
argamassa no traço 1:0,5:8. As juntas deverão ter espessura de aproximadamente 1
centímetro, e os blocos devem ser assentados em prumo e nível.
Esta alvenaria deverá ir até a altura da parte de baixo da viga do pavimento
superior, e a amarração dos blocos deverá ser feita com tela metálica na junta de
todas as fiadas que estão encostadas aos pilares e vigas.
Os blocos deverão ser ensaiados opor um laboratório contratado, e ter uma
resistência mínima à compressão de 3 Mpa, e devem ser comprados de empresas
confiáveis e que são referências no mercado de blocos.
Todos os vãos de portas e janelas deverão ter vergas e contravergas, feitas
com blocos do tipo canaleta preenchido com concreto e com 2 barras metálicas de 12
mm cada.
20
As vergas e contravergas deverão ultrapassar em 50 centímetros para cada
lado dos vãos das portas e janelas, a menos que uma parede limite esta distância.
2.13 Forros
Os forros de todos os pavimentos deverão ser de placas de gesso anti-chamas,
para esconder as tubulações de esgoto, e também as vigas da laje.
As placas devem ser fixadas através de pinos batidos à pistola de pólvora e
arames galvanizados.
2.14 Telhado
O telhado será feito em estrutura metálica, e esta deve ser projetada e fabricada
por uma empresa especializada para que não hajam complicações na hora da
execução.
As telhas serão do tipo trapezoidal termo-acústica, de qualquer marca que
obedeça à norma.
2.14.1 Calhas e rufos
Serão utilizadas para transportar as águas pluviais coletadas pelo telhado para
o descarte até o térreo, e depois ao coletor primário, na rua.
Os tubos verticais serão de PVC e devem ter as dimensões mencionadas no
projeto do telhado.
Os rufos deverão ter pingadeiras, e todo material utilizado deverá ter proteção
anti-corrosão.
21
2.15 Revestimento
2.15.1 Chapisco
O chapisco deverá ser executado sempre que houver a necessidade de
rebocar, tendo a função de melhorar a aderência da argamassa na parede. O chapisco
deverá ser feito com areia grossa no traço 1:3.
2.15.2 Emboço
O emboço deverá ser feito no traço 1:2:8 (cimento, cal e areia média). Nos
locais em contato com o solo, o traço deve ser de cimento e areia, apenas, no traço
de 1:4. Deve-se respeitar o tempo de 7 dias para a cura do emboço.
2.15.3 Reboco
O reboco deverá ser aplicado em todas as paredes internas e externas, sendo
o último acabamento antes da pinturas.
Deverá ser feito com argamassa pré-fabricada, e o tempo de cura é de 28 dias.
2.16 Impermeabilização de Áreas Frias
Todas as áreas frias, como banheiros, cozinhas e vestiários deverão ser
impermeabilizadas para não haver a infiltração de água na laje, provocando goteiras
nos pavimentos inferiores.
Ao executar a impermeabilização, deve-se colocar telas nos encontros entre
parede e piso, de modo a não haver a infiltração por baixo da parede.
Todos os locais impermeabilizados devem passar por teste de estanqueidade
de, no mínimo 48 horas. Caso haja algum vazamento, o reparo deve ser feito
imediatamente e ser novamente testado.
2.17 Revestimentos Cerâmicos
22
2.17.1 Azulejos
Todos os banheiro deverão ser revestidos com azuleja branco, de dimensão
25x35cm, de classe A, e deverão ser assentados com argamassa industrializada e
rejuntados com rejunte industrializado, na cor branca.
Deve se evitar que se criem partes ocas no azulejo, preenchendo todas as
peças com argamassa no local de contato com a parede. A planicidade do
assentamento deve ser aferida com régua de alumínio, e não devem haver desvios
superiores a 2 mm.
Em um mesmo banheiro deve ser utilizado somente azulejo do mesmo lote,
para que não haja diferença de tonalidade entre as peças.
As juntas, tanto horizontais quando verticais, deverão ser uniformes, que
espessura de 3 mm.
2.17.2 Pisos
Os pisos serão assentados com cimento-cola, pelo sistema de jutas e prumo,
com rejuntamento de pasta rejunte colorido, as espessura das juntas devem seguir a
recomendação do fabricante.
Todos os pisos devem ser submetidos as triagem por bitolas.
O piso dos quartos e áreas comuns devem ser de porcelanato, de primeira
qualidade.
Nas áreas frias, o piso deve ser assentado respeitando a queda para o ralo de
no mínimo 1%.
2.18 Rodapés
Os rodapés devem ser executados com o mesmo material do piso usado em
cada ambiente com largura de 7 centímetros, menos nas paredes que serão
revestidas com azulejos.
2.19 Soleiras e Peitoris
23
As soleiras e peitoris serão de granito e devem respeitar as larguras das
paredes e dos batentes.
2.20 Esquadrias de Alumínio
2.20.1 Portas
Serão adquiridas sob encomenda, com textura lisa e pintura definitiva na cor
preta, e as dimensões estão especificadas em projeto.
2.20.2 Janelas
Todas as janelas serão em alumínio, e também adquiridas com pintura
definitiva na cor preta, seguindo as dimensões do projeto.
2.20.3 Vitrôs
Seguirão o padrão das janelas, tipo máximo ar.
2.21 Vidros
Será utilizado vidro com a espessura de 4 milímetros.
Para fixá-los, será usada a massa de vidraceiro, aplicada em duas demãos,
pelos dois lados do rebaixo, com acabamento liso, para que não haja vazios entre as
esquadrias e o vidros.
2.22 Instalações Hidráulicas e de Esgoto
24
Todas as tubulações devem seguir estritamente o projeto hidráulico, a fim de
garantir a segurança e funcionamento dos sistemas.
O material utilizado será o PVC.
Deverão ser instalados registros gerais separados em cada apartamento, que
possa ser fechado em caso de necessidade de manutenção, para que não se afete
os demais apartamentos. As instalações hidro-sanitárias deverão ser feitas em
conformidade com a NBR vigente e as normas da concessionária local.
Cada apartamento terá um ramal de esgoto que despejará seus resíduos em
uma prumada geral. Nos ramais serão instalados tubos de ventilação nos banheiros.
Toda tubulação de esgoto deverá despejar seus efluentes em caixas de
inspeção no solo.
A tubulação da cozinha contará com uma caixa de gordura antes de ir até as
caixas de inspeção.
Na caixa d’água deverá ser instalado extravasor que conduzirá a água para a
parte externa do prédio caso haja um excesso.
Serão utilizada duas caixas d’água, sendo um reservatório superior, que
abrigará 40% do volume de água consumido diariamente mais a reserva de incêndio,
e um reservatório inferior, que abrigará 60% da água utilizada, que será recalcada
através de bombas que serão revezadas, de 3 cv de potência cada.
2.23 Instalações Elétricas
Todos os materiais utilizados e equipamentos elétricos deverão ser certificados
pelo INMETRO.
Cada apartamento deverá ter seu próprio disjuntor geral, como no mínimo
quatro circuitos, sendo um para o chuveiro, um para iluminação , outra para tomadas
e um dedicado para o aparelho de ar-condicionado. Os circuitos deverão ser
dimensionados de forma independente, onde deverá ser considerada a NBR 5410 no
projeto e execução das instalações.
A execução de aterramento é indispensável para garantir a segurança dos
25
moradores.
A ligação com a rede pública deve atender o que é solicitado pela prefeitura e
pelas concessionárias. Os pontos de luz, tomada, interruptores e etc. devem ser
posicionados estritamente onde manda o projeto elétrico.
A iluminação interna será feita com lâmpadas fluorescentes e a externa
possuirá refletores, postes e arandelas.
2.24 Instalações Telefônicas
Todos os apartamentos deverão conter um ponto para telefone, no mínimo, e
um para interfone com a portaria. Esta instalação deverá ser feita por uma equipe
especializada devido à complexidade das ligações.
2.25 SPDA
Deverá ser executado conforme exigência do corpo de bombeiros da cidade,
sendo este conferido pelos mesmos.
2.26 Combate à Incêndio
As instalações de combate à incêndio deverão estar de acordo com projeto
aprovado pelo corpo de bombeiros da cidade. Os pavimentos contarão com dois
hidrantes cada, e no térreo haverá também um hidrante.
As tubulações de incêndio deverão ser todas de material galvanizado, por
serem capazes de resistir à chamas.
As escadas foram projetadas com 3 unidades de passagem, para melhor e mais
rápida evacuação do prédio em caso de incêndio. Deverão ser instaladas iluminações
de emergência juntamente com placas que servirão para indicar a rota de fuga.
26
As portas deverão sempre abrir para fora, e deverão ser do tipo corta-fogo.
2.27 Limpeza Geral da Obra
Durante a obra, deverá ser retirado todo acúmulo de entulho que ocupe ao
menos uma caçamba de 3 metros cúbicos, e este deve ser destinado para locais
específicos e certificados.
Deverá ser separado todo material reciclável para que haja a destinação
correta.
27
3 PROJETO ESTRUTURAL
Este memorial contempla o cálculo e a verificação das estruturas de concreto
armado que foram utilizadas na obra.
Após a definição do projeto arquitetônico, foi feito um pré-dimensionamento das
vigas e pilares para o projeto estrutural da edificação. Todas as considerações feitas
no pré-dimensionamento atenderam às normas da NBR 6118.
Para este pré-dimensionamento utilizamos a espessura das paredes com a
largura dos pilares, e um décimo do vão para a altura das vigas.
3.1 Materiais
Concreto estrutural com Fck 25 Mpa
Concreto Magro com Fck 10 Mpa
Aço CA-50 com fyk 500 Mpa
Relação água/cimento 0,5
3.2 Memoriais de Cálculo
3.2.1 Vigas
3.2.1.1 Vigas da caixa
ACRTS-ASSOC.CULT.RENOV.TEC.SOROCABANA R E L G E R - Relatorio geral de vigas (V11 ) Pg 1
ROD.SEN.JOSE ERMIRIO DE MORAES, KM.1,5 SOROCABA 18110-000 SP 33538300
T Q S Projeto: 0006 - Caixa 14/01/16
CAD/Vigas 18:28:50
-----------------------------------------------------------------------------------------------------------------------------------
fck=250.kgf/cm2 - Aco: CA-60B CA-50A - Esforcos Caracteristicos
Viga= 401 V401 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 1 /L= 1.37 /B= .14 /H= .40 /BCs= .41 /BCi= .00 /TpS= 5 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .48 PMin= .48 Inicio= .00 Compr= 1.37
2- Reac.Ind. PMax= .33 PMin= .05 Aplic.= .07 Bw Ap= .14 D.Ver= .40 Viga= 404 Apoio= 3
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO | M[-]= .90 tf* m | As = 1.40 -SRAS- [ 2 B 10.0mm] | Flecha = .3
BAL.ESQ | x/d = .10 | AsL= .00 -Arm.Lat.=[ 2 X 2 B 4.2mm] | Flecha Adm.= .9
[tf,cm] | M[-]Min= 148.1 - x/dMx =1.00 | Bit.de Fiss.= 1.0 | % Baric.Armad.= 1
28
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 127. 1.33 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .3
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 127. .04 .66 5 5.1 5.1 31.1 .3 1.1 .0 .2 .12
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 3.20 /B= .14 /H= .40 /BCs= .33 /BCi= .00 /TpS= 5 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .48 PMin= .48 Inicio= .00 Compr= 3.20
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 1.0 tf* m | M.[+] Max= .2 tf* m - Abcis.= 160 | M.[-] = .9 tf* m
[tf,cm]| As = 1.40 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = 1.38 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .10 | As = 1.13 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .10
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= 1.1 |
[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 126.5 | Bit.Fiss.= 30.5 M[+]Min= 85.8 | Bit.Fiss.= 1.0 M[-]Min= 126.5
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 301. 1.45 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 301. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .07
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 3 /L= 1.32 /B= .14 /H= .40 /BCs= .40 /BCi= .00 /TpS= 5 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .48 PMin= .48 Inicio= .00 Compr= 1.32
2- Reac.Ind. PMax= .36 PMin= .08 Aplic.= 1.25 Bw Ap= .14 D.Ver= .40 Viga= 408 Apoio= 3
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO | M[-]= .90 tf* m | As = 1.38 -SRAS- [ 2 B 10.0mm] | Flecha = .2
BAL.DIR | x/d = .10 | AsL= .00 -Arm.Lat.=[ 2 X 2 B 4.2mm] | Flecha Adm.= .9
[tf,cm] | M[-]Min= 145.5 - x/dMx =1.00 | Bit.de Fiss.= 1.0 | % Baric.Armad.= 1
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 123. 1.35 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .4
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 123. .04 .66 5 5.1 5.1 31.1 .3 1.1 .0 .2 .12
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 1.805 1.389 .19 .00 1 P13 .00 .00 13 0 0 0 0 0
2 1.772 1.369 .19 .00 1 P14 .00 .00 14 0 0 0 0 0
==================================================================================================================================
Viga= 402 V402 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 5.75 /B= .14 /H= .40 /BCs= 1.29 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .85 PMin= .85 Inicio= .00 Compr= 5.75
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 1.2 tf* m | M.[+] Max= 2.8 tf* m - Abcis.= 287 | M.[-] = 1.1 tf* m
[tf,cm]| As = 1.67 -SRAS- [ 2 B 12.5mm] | AsL= .00 ------ Flecha= 1.7 | As = 1.19 -SRAS- [ 2 B 12.5mm]
| AsL= .00 ------ x/d = .12 | As = 2.60 -STAS- [ 4 B 10.0mm ] | AsL= .00 ------ x/d = .09
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= 1.9 |
[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 175.0 | Bit.Fiss.= 1.7 M[+]Min= 105.9 | Bit.Fiss.= 1.0 M[-]Min= 126.4
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 556. 3.64 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 2.595 2.310 .19 .00 1 P18 .00 .00 18 0 0 0 0 0
2 2.566 2.281 .19 .00 1 P19 .00 .00 19 0 0 0 0 0
==================================================================================================================================
Viga= 403 V403 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 1 /L= 1.37 /B= .14 /H= .40 /BCs= .41 /BCi= .00 /TpS= 8 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .46 PMin= .46 Inicio= .00 Compr= 1.37
2- Reac.Ind. PMax= .37 PMin= .12 Aplic.= .07 Bw Ap= .14 D.Ver= .40 Viga= 404 Apoio= 1
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO | M[-]= .90 tf* m | As = 1.40 -SRAS- [ 2 B 10.0mm] | Flecha = .3
BAL.ESQ | x/d = .10 | AsL= .00 - | Flecha Adm.= .9
[tf,cm] | M[-]Min= 148.1 - x/dMx =1.00 | Bit.de Fiss.= 1.0 | % Baric.Armad.= 3
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 127. 1.35 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .4
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 127. .02 .66 5 5.1 5.1 31.1 .2 .0 .0 .0 .10
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 3.20 /B= .14 /H= .40 /BCs= .52 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .57 PMin= .56 Inicio= .00 Compr= 3.20
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 1.1 tf* m | M.[+] Max= .2 tf* m - Abcis.= 160 | M.[-] = 1.0 tf* m
[tf,cm]| As = 1.69 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = 1.69 -SRAS- [ 3 B 10.0mm]
| AsL= .00 ------ x/d = .12 | As = 1.42 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .12
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= 1.1 |
[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 175.2 | Bit.Fiss.= 36.2 M[+]Min= 93.3 | Bit.Fiss.= 1.0 M[-]Min= 175.2
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 301. 1.71 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 3 /L= 1.32 /B= .14 /H= .40 /BCs= .40 /BCi= .00 /TpS= 8 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .46 PMin= .46 Inicio= .00 Compr= 1.32
2- Reac.Ind. PMax= .40 PMin= .14 Aplic.= 1.25 Bw Ap= .14 D.Ver= .40 Viga= 408 Apoio= 1
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO | M[-]= .90 tf* m | As = 1.38 -SRAS- [ 2 B 10.0mm] | Flecha = .3
BAL.DIR | x/d = .10 | AsL= .00 - | Flecha Adm.= .9
29
[tf,cm] | M[-]Min= 145.5 - x/dMx =1.00 | Bit.de Fiss.= 1.0 | % Baric.Armad.= 3
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 123. 1.36 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .4
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 123. .02 .66 5 5.1 5.1 31.1 .2 .0 .0 .0 .10
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 2.001 1.541 .19 .00 1 P23 .00 .00 23 0 0 0 0 0
2 1.941 1.495 .19 .00 1 P24 .00 .00 24 0 0 0 0 0
==================================================================================================================================
Viga= 404 V404 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 2.44 /B= .14 /H= .40 /BCs= .32 /BCi= .00 /TpS= 5 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .37 PMin= .37 Inicio= .00 Compr= 2.44
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = .0 tf* m | M.[+] Max= .2 tf* m - Abcis.= 107 | M.[-] = .8 tf* m
[tf,cm]| As = .00 -SRAS- [ 0 B 6.3mm] | AsL= .00 ------ Flecha= .0 | As = 1.20 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .00 | As = 1.14 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .08
| Grampos Esq.= 1B 6.3mm x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= .9 | x/dMx= .50
| | Fle.Adm.= .8 |
[tf,cm]| Bit.Fiss.= 50.0 M[-]Min= 83.7 | Bit.Fiss.= 43.7 M[+]Min= 85.4 | Bit.Fiss.= 1.0 M[-]Min= 124.1
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 226. 1.12 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 226. .06 .66 5 5.1 5.1 31.1 .4 1.1 .0 .2 .14
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 3 /L= 2.44 /B= .14 /H= .40 /BCs= .32 /BCi= .00 /TpS= 5 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .40 PMin= .40 Inicio= .00 Compr= 2.45
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 1.1 tf* m | M.[+] Max= .2 tf* m - Abcis.= 171 | M.[-] = .0 tf* m
[tf,cm]| As = 1.20 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .0 | As = .00 -SRAS- [ 0 B 6.3mm]
| AsL= .00 ------ x/d = .08 | As = 1.14 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .00
| x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= .9 | Grampos Dir.= 1B 6.3mm x/dMx= .50
| | Fle.Adm.= .8 |
[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 124.1 | Bit.Fiss.= 45.6 M[+]Min= 85.4 | Bit.Fiss.= 50.0 M[-]Min= 83.7
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 226. 1.31 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 226. .06 .66 5 5.1 5.1 31.1 .4 1.1 .0 .2 .15
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 .368 .117 .14 .00 2 V403 .00 .00 0 0 0 0 0 0
2 1.558 1.333 .50 .13 1 P18 .00 .00 18 0 0 0 0 0
3 .327 .048 .14 .00 2 V401 .00 .00 0 0 0 0 0 0
==================================================================================================================================
Viga= 405 V405 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 3.20 /B= .14 /H= .40 /BCs= .46 /BCi= .00 /TpS= 8 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .32 PMin= .32 Inicio= .00 Compr= 3.20
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = .1 tf* m | M.[+] Max= .4 tf* m - Abcis.= 160 | M.[-] = .1 tf* m
[tf,cm]| As = .92 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .2 | As = .92 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .06 | As = 1.32 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .06
| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50
| | Fle.Adm.= 1.1 |
[tf,cm]| Bit.Fiss.= 50.0 M[-]Min= 86.8 | Bit.Fiss.= 10.9 M[+]Min= 91.2 | Bit.Fiss.= 50.0 M[-]Min= 86.8
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 306. .78 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 .557 .470 .14 .00 2 V406 .00 .00 0 0 0 0 0 0
2 .551 .464 .14 .00 2 V407 .00 .00 0 0 0 0 0 0
==================================================================================================================================
Viga= 406 V406 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 1 /L= .88 /B= .14 /H= .40 /BCs= .32 /BCi= .00 /TpS= 5 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .01 PMin= .01 Inicio= .87 Compr= .38
2- Parc.Dist.PMax= .18 PMin= .17 Inicio= .00 Compr= .87
3- Reac.Ind. PMax= .56 PMin= .47 Aplic.= .07 Bw Ap= .14 D.Ver= .40 Viga= 405 Apoio= 1
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO | M[-]= .90 tf* m | As = 1.15 -SRAS- [ 2 B 10.0mm] | Flecha = .1
BAL.ESQ | x/d = .08 | AsL= .00 -Arm.Lat.=[ 2 X 2 B 5.0mm] | Flecha Adm.= .6
[tf,cm] | M[-]Min= 121.8 - x/dMx = .50 | Bit.de Fiss.= 2.5 | % Baric.Armad.= 1
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 75. .98 21.87 2 45. .0 1.4 2.4 6.3 20.0 2 .0 .6
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 75. .13 .66 5 5.1 5.1 31.1 .9 1.1 .0 .3 .24
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= .75 /B= .14 /H= .40 /BCs= .20 /BCi= .00 /TpS= 5 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Distr. PMax= .01 PMin= .00
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = .9 tf* m | M.[+] Max= .0 tf* m - Abcis.= 75 | M.[-] = .0 tf* m
[tf,cm]| As = 1.15 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .0 | As = .09 -SRAS- [ 2 B 6.3mm]
| AsL= .00 ------ x/d = .08 | As = .92 -STAS- [ 2 B 8.0mm ] | AsL= .00 ------ x/d = .00
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= .3 |
[tf,cm]| Bit.Fiss.= 50.0 M[-]Min= 87.7 | Bit.Fiss.= 50.0 M[+]Min= 76.5 | Bit.Fiss.= 50.0 M[-]Min= 70.4
30
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 50. .00 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 .697 .610 .25 .00 1 P23 .00 .00 23 0 0 0 0 0
2 .000 .000 .25 .00 1 P23 .00 .00 23 0 0 0 0 0
==================================================================================================================================
Viga= 407 V407 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 1 /L= .88 /B= .14 /H= .40 /BCs= .32 /BCi= .00 /TpS= 8 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .01 PMin= .01 Inicio= .87 Compr= .38
2- Parc.Dist.PMax= .19 PMin= .19 Inicio= .00 Compr= .87
3- Reac.Ind. PMax= .55 PMin= .46 Aplic.= .07 Bw Ap= .14 D.Ver= .40 Viga= 405 Apoio= 2
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO | M[-]= .90 tf* m | As = 1.15 -SRAS- [ 2 B 10.0mm] | Flecha = .1
BAL.ESQ | x/d = .08 | AsL= .00 -Arm.Lat.=[ 2 X 2 B 4.2mm] | Flecha Adm.= .6
[tf,cm] | M[-]Min= 121.8 - x/dMx = .50 | Bit.de Fiss.= 2.6 | % Baric.Armad.= 1
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 75. .98 21.87 2 45. .0 1.4 2.2 6.3 20.0 2 .0 .6
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 75. .12 .66 5 5.1 5.1 31.1 .8 1.1 .0 .3 .22
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= .75 /B= .14 /H= .40 /BCs= .20 /BCi= .00 /TpS= 8 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Distr. PMax= .01 PMin= .00
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = .9 tf* m | M.[+] Max= .0 tf* m - Abcis.= 75 | M.[-] = .0 tf* m
[tf,cm]| As = 1.15 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .0 | As = .09 -SRAS- [ 2 B 6.3mm]
| AsL= .00 ------ x/d = .08 | As = .92 -STAS- [ 2 B 8.0mm ] | AsL= .00 ------ x/d = .00
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= .3 |
[tf,cm]| Bit.Fiss.= 50.0 M[-]Min= 87.7 | Bit.Fiss.= 50.0 M[+]Min= 76.5 | Bit.Fiss.= 50.0 M[-]Min= 70.4
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 50. .00 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 .700 .613 .25 .00 1 P24 .00 .00 24 0 0 0 0 0
2 .000 .000 .25 .00 1 P24 .00 .00 24 0 0 0 0 0
==================================================================================================================================
Viga= 408 V408 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 2.44 /B= .14 /H= .40 /BCs= .32 /BCi= .00 /TpS= 8 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .37 PMin= .37 Inicio= .00 Compr= 2.44
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = .0 tf* m | M.[+] Max= .2 tf* m - Abcis.= 107 | M.[-] = .8 tf* m
[tf,cm]| As = .00 -SRAS- [ 0 B 6.3mm] | AsL= .00 ------ Flecha= .1 | As = 1.20 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .00 | As = 1.14 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .08
| Grampos Esq.= 1B 6.3mm x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= .9 | x/dMx= .50
| | Fle.Adm.= .8 |
[tf,cm]| Bit.Fiss.= 50.0 M[-]Min= 83.7 | Bit.Fiss.= 33.1 M[+]Min= 85.4 | Bit.Fiss.= 1.1 M[-]Min= 124.1
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 226. 1.08 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 226. .06 .66 5 5.1 5.1 31.1 .4 1.1 .0 .2 .14
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 3 /L= 2.44 /B= .14 /H= .40 /BCs= .32 /BCi= .00 /TpS= 8 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .40 PMin= .40 Inicio= .00 Compr= 2.45
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 1.0 tf* m | M.[+] Max= .2 tf* m - Abcis.= 171 | M.[-] = .0 tf* m
[tf,cm]| As = 1.20 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .0 | As = .00 -SRAS- [ 0 B 6.3mm]
| AsL= .00 ------ x/d = .08 | As = 1.14 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .00
| x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= .9 | Grampos Dir.= 1B 6.3mm x/dMx= .50
| | Fle.Adm.= .8 |
[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 124.1 | Bit.Fiss.= 45.6 M[+]Min= 85.4 | Bit.Fiss.= 50.0 M[-]Min= 83.7
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 226. 1.27 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 226. .06 .66 5 5.1 5.1 31.1 .5 1.1 .0 .2 .15
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 .396 .140 .14 .00 2 V403 .00 .00 0 0 0 0 0 0
2 1.513 1.262 .50 .13 1 P19 .00 .00 19 0 0 0 0 0
3 .362 .078 .14 .00 2 V401 .00 .00 0 0 0 0 0 0
==================================================================================================================================
3.2.1.2 Vigas da cobertura
ACRTS-ASSOC.CULT.RENOV.TEC.SOROCABANA R E L G E R - Relatorio geral de vigas (V11 ) Pg 1
ROD.SEN.JOSE ERMIRIO DE MORAES, KM.1,5 SOROCABA 18110-000 SP 33538300
T Q S Projeto: 0005 - Cobertura 14/01/16
CAD/Vigas 18:28:49
-----------------------------------------------------------------------------------------------------------------------------------
fck=250.kgf/cm2 - Aco: CA-60B CA-50A - Esforcos Caracteristicos
Viga= 301 V301 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
31
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 3.55 /B= .14 /H= .40 /BCs= .41 /BCi= .00 /TpS= 5 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .48 PMin= .48 Inicio= .00 Compr= 3.55
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = .7 tf* m | M.[+] Max= .6 tf* m - Abcis.= 88 | M.[-] = .9 tf* m
[tf,cm]| As = 1.31 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .3 | As = 1.38 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .09 | As = 1.24 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .10
| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= 1.2 |
[tf,cm]| Bit.Fiss.= 1.3 M[-]Min= 138.4 | Bit.Fiss.= 4.0 M[+]Min= 89.2 | Bit.Fiss.= 1.0 M[-]Min= 146.1
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 336. 1.69 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 336. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .08
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 3 /L= 2.75 /B= .14 /H= .40 /BCs= .47 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 2.75
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = .9 tf* m | M.[+] Max= .2 tf* m - Abcis.= 183 | M.[-] = .7 tf* m
[tf,cm]| As = 1.47 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = 1.47 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .11 | As = 1.24 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .11
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= .9 |
[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 154.7 | Bit.Fiss.= 32.6 M[+]Min= 91.6 | Bit.Fiss.= 1.4 M[-]Min= 154.7
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 256. 1.61 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 256. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .08
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 4 /L= 3.20 /B= .14 /H= .40 /BCs= .33 /BCi= .00 /TpS= 5 /Esp.LS= .11 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .49 PMin= .49 Inicio= .00 Compr= 3.20
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = .7 tf* m | M.[+] Max= .3 tf* m - Abcis.= 213 | M.[-] = .7 tf* m
[tf,cm]| As = 1.21 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = 1.21 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .09 | As = 1.16 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .09
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= 1.1 |
[tf,cm]| Bit.Fiss.= 1.3 M[-]Min= 128.3 | Bit.Fiss.= 17.2 M[+]Min= 85.8 | Bit.Fiss.= 1.5 M[-]Min= 128.3
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 301. 1.38 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 301. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .07
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 5 /L= 2.75 /B= .14 /H= .40 /BCs= .47 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 2.75
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = .7 tf* m | M.[+] Max= .2 tf* m - Abcis.= 91 | M.[-] = .8 tf* m
[tf,cm]| As = 1.47 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = 1.47 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .11 | As = 1.24 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .11
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= .9 |
[tf,cm]| Bit.Fiss.= 1.2 M[-]Min= 154.7 | Bit.Fiss.= 40.6 M[+]Min= 91.6 | Bit.Fiss.= 1.0 M[-]Min= 154.7
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 256. 1.55 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 256. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .07
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 6 /L= 3.55 /B= .14 /H= .40 /BCs= .41 /BCi= .00 /TpS= 5 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .48 PMin= .47 Inicio= .00 Compr= 3.55
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 1.0 tf* m | M.[+] Max= .7 tf* m - Abcis.= 266 | M.[-] = .6 tf* m
[tf,cm]| As = 1.38 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .3 | As = 1.15 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .10 | As = 1.24 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .08
| x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50
| | Fle.Adm.= 1.2 |
[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 146.1 | Bit.Fiss.= 3.4 M[+]Min= 89.2 | Bit.Fiss.= 1.8 M[-]Min= 122.5
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 336. 1.75 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 336. .01 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .09
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 .986 .481 .19 .00 1 P1 .00 .00 1 0 0 0 0 0
2 1.920 1.846 .19 .00 1 P2 .00 .00 2 0 0 0 0 0
3 1.606 1.523 .19 .00 1 P3 .00 .00 3 0 0 0 0 0
4 1.617 1.535 .19 .00 1 P4 .00 .00 4 0 0 0 0 0
5 1.917 1.844 .19 .00 1 P5 .00 .00 5 0 0 0 0 0
6 .943 .438 .19 .00 1 P6 .00 .00 6 0 0 0 0 0
==================================================================================================================================
Viga= 302 V302 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 3.55 /B= .14 /H= .40 /BCs= .67 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .69 PMin= .69 Inicio= .00 Compr= 3.55
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
32
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = .1 tf* m | M.[+] Max= .9 tf* m - Abcis.= 147 | M.[-] = .5 tf* m
[tf,cm]| As = 1.02 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .3 | As = 2.03 -SRAS- [ 3 B 10.0mm]
| AsL= .00 ------ x/d = .07 | As = 1.64 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .15
| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= 1.2 |
[tf,cm]| Bit.Fiss.= 49.1 M[-]Min= 105.9 | Bit.Fiss.= 4.0 M[+]Min= 97.0 | Bit.Fiss.= 2.4 M[-]Min= 208.8
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 341. 1.92 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 341. .01 .66 5 5.1 5.1 31.1 .1 .0 .0 .0 .10
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 3 /L= 2.75 /B= .14 /H= .40 /BCs= .55 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.16 PMin= 1.16 Inicio= .00 Compr= 2.75
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = .5 tf* m | M.[+] Max= .8 tf* m - Abcis.= 160 | M.[-] = .1 tf* m
[tf,cm]| As = 1.76 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .2 | As = .98 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .13 | As = 1.46 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .07
| x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50
| | Fle.Adm.= .9 |
[tf,cm]| Bit.Fiss.= 2.3 M[-]Min= 181.9 | Bit.Fiss.= 3.2 M[+]Min= 94.1 | Bit.Fiss.= 50.0 M[-]Min= 98.2
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 261. 2.50 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 261. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .12
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 1.129 1.077 .14 .00 2 V320 .00 .00 0 0 0 0 0 0
2 3.116 3.099 .14 .00 2 V322 .00 .00 0 0 0 0 0 0
3 1.464 1.416 .14 .00 2 V324 .00 .00 0 0 0 0 0 0
==================================================================================================================================
Viga= 303 V303 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 2.75 /B= .14 /H= .40 /BCs= .55 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.16 PMin= 1.16 Inicio= .00 Compr= 2.75
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = .1 tf* m | M.[+] Max= .8 tf* m - Abcis.= 114 | M.[-] = .5 tf* m
[tf,cm]| As = .98 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .2 | As = 1.76 -SRAS- [ 3 B 10.0mm]
| AsL= .00 ------ x/d = .07 | As = 1.46 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .13
| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= .9 |
[tf,cm]| Bit.Fiss.= 50.0 M[-]Min= 98.2 | Bit.Fiss.= 3.2 M[+]Min= 94.1 | Bit.Fiss.= 2.5 M[-]Min= 181.9
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 261. 2.49 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 261. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .12
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 3 /L= 3.55 /B= .14 /H= .40 /BCs= .67 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .69 PMin= .69 Inicio= .00 Compr= 3.55
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = .5 tf* m | M.[+] Max= .9 tf* m - Abcis.= 207 | M.[-] = .1 tf* m
[tf,cm]| As = 2.03 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .3 | As = 1.02 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .15 | As = 1.64 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .07
| x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50
| | Fle.Adm.= 1.2 |
[tf,cm]| Bit.Fiss.= 2.4 M[-]Min= 208.8 | Bit.Fiss.= 3.9 M[+]Min= 97.0 | Bit.Fiss.= 50.0 M[-]Min= 105.9
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 341. 1.93 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 341. .01 .66 5 5.1 5.1 31.1 .1 .0 .0 .0 .10
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 1.471 1.424 .14 .00 2 V325 .00 .00 0 0 0 0 0 0
2 3.111 3.094 .14 .00 2 V328 .00 .00 0 0 0 0 0 0
3 1.127 1.074 .14 .00 2 V329 .00 .00 0 0 0 0 0 0
==================================================================================================================================
Viga= 304 V304 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 3.20 /B= .14 /H= .40 /BCs= .78 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.09 PMin= 1.09 Inicio= .00 Compr= 3.20
2- Concentr. PMax= .02 PMin= .02 Aplic.= 1.60 Bw Ap= .00 D.Ver= .00
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = .2 tf* m | M.[+] Max= 1.4 tf* m - Abcis.= 160 | M.[-] = .2 tf* m
[tf,cm]| As = .97 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .4 | As = .97 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .07 | As = 1.61 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .07
| Grampos Esq.= 2B 6.3mm x/dMx= .50 | | Grampos Dir.= 2B 6.3mm x/dMx= .50
| | Fle.Adm.= 1.1 |
[tf,cm]| Bit.Fiss.= 19.9 M[-]Min= 99.2 | Bit.Fiss.= 1.4 M[+]Min= 99.5 | Bit.Fiss.= 26.2 M[-]Min= 99.2
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 306. 2.54 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 1.809 1.710 .14 .00 2 V324 .00 .00 0 0 0 0 0 0
2 1.795 1.696 .14 .00 2 V325 .00 .00 0 0 0 0 0 0
==================================================================================================================================
Viga= 305 V305 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 3.55 /B= .14 /H= .40 /BCs= .85 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
33
[tf,m] 1- Parc.Dist.PMax= .71 PMin= .71 Inicio= .00 Compr= 3.55
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = .8 tf* m | M.[+] Max= 1.1 tf* m - Abcis.= 177 | M.[-] = .7 tf* m
[tf,cm]| As = 1.60 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .4 | As = 1.31 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .12 | As = 1.91 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .09
| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50
| | Fle.Adm.= 1.2 |
[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 168.2 | Bit.Fiss.= 3.2 M[+]Min= 100.3 | Bit.Fiss.= 1.3 M[-]Min= 138.4
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 336. 2.22 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 336. .01 .66 5 5.1 5.1 31.1 .1 .0 .0 .0 .11
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 1.587 .967 .19 .00 1 P11 .00 .00 11 0 0 0 0 0
2 1.553 .934 .19 .00 1 P12 .00 .00 12 0 0 0 0 0
==================================================================================================================================
Viga= 306 V306 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 3.55 /B= .14 /H= .40 /BCs= .85 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .71 PMin= .71 Inicio= .00 Compr= 3.55
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = .8 tf* m | M.[+] Max= 1.1 tf* m - Abcis.= 177 | M.[-] = .7 tf* m
[tf,cm]| As = 1.31 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .4 | As = 1.31 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .09 | As = 1.91 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .09
| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50
| | Fle.Adm.= 1.2 |
[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 138.4 | Bit.Fiss.= 3.2 M[+]Min= 100.3 | Bit.Fiss.= 1.1 M[-]Min= 138.4
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 336. 2.24 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 336. .01 .66 5 5.1 5.1 31.1 .1 .0 .0 .0 .11
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 1.601 .981 .19 .00 1 P15 .00 .00 15 0 0 0 0 0
2 1.525 .906 .19 .00 1 P16 .00 .00 16 0 0 0 0 0
==================================================================================================================================
Viga= 307 V307 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 2.75 /B= .14 /H= .40 /BCs= .55 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.17 PMin= 1.17 Inicio= .00 Compr= 1.45
2- Parc.Dist.PMax= 1.27 PMin= 1.26 Inicio= 1.45 Compr= 1.30
3- Parc.Dist.PMax= .14 PMin= .14 Inicio= .00 Compr= 2.75
4- Reac.Ind. PMax= 1.08 PMin= .35 Aplic.= 1.45 Bw Ap= .14 D.Ver= .40 Viga= 323 Apoio= 3
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = .8 tf* m | M.[+] Max= 1.2 tf* m - Abcis.= 137 | M.[-] = 1.8 tf* m
[tf,cm]| As = 1.15 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .3 | As = 1.76 -SRAS- [ 3 B 10.0mm]
| AsL= .00 ------ x/d = .08 | As = 1.36 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .13
| Grampos Esq.= 1B 6.3mm x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= .7 | x/dMx= .50
| | Fle.Adm.= .9 |
[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 118.9 | Bit.Fiss.= 1.3 M[+]Min= 94.2 | Bit.Fiss.= 1.2 M[-]Min= 173.7
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 256. 4.25 21.87 2 45. .3 1.4 1.4 4.2 17.5 2 .0 .7
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 256. .05 .66 5 5.1 5.1 31.1 .3 1.1 .0 .2 .26
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 3 /L= 3.20 /B= .14 /H= .40 /BCs= .52 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.28 PMin= 1.28 Inicio= .00 Compr= 3.20
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 1.8 tf* m | M.[+] Max= .5 tf* m - Abcis.= 160 | M.[-] = 1.6 tf* m
[tf,cm]| As = 1.73 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .2 | As = 1.59 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .13 | As = 1.30 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .12
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= 1.1 |
[tf,cm]| Bit.Fiss.= 1.2 M[-]Min= 167.2 | Bit.Fiss.= 5.9 M[+]Min= 93.4 | Bit.Fiss.= 1.1 M[-]Min= 167.2
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 301. 3.40 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 4 /L= 2.75 /B= .14 /H= .40 /BCs= .55 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.27 PMin= 1.27 Inicio= .00 Compr= 1.25
2- Parc.Dist.PMax= 1.17 PMin= 1.17 Inicio= 1.25 Compr= 1.50
3- Parc.Dist.PMax= .14 PMin= .14 Inicio= .00 Compr= 2.75
4- Reac.Ind. PMax= 1.11 PMin= .38 Aplic.= 1.25 Bw Ap= .14 D.Ver= .40 Viga= 326 Apoio= 3
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 2.0 tf* m | M.[+] Max= 1.2 tf* m - Abcis.= 137 | M.[-] = .7 tf* m
[tf,cm]| As = 1.93 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .3 | As = 1.15 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .14 | As = 1.36 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .08
| x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= .7 | Grampos Dir.= 1B 6.3mm x/dMx= .50
| | Fle.Adm.= .9 |
[tf,cm]| Bit.Fiss.= 1.3 M[-]Min= 173.7 | Bit.Fiss.= 1.4 M[+]Min= 94.2 | Bit.Fiss.= 1.4 M[-]Min= 118.9
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 256. 4.46 21.87 2 45. .5 1.4 1.4 4.2 17.5 2 .0 .7
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 256. .05 .66 5 5.1 5.1 31.1 .3 1.1 .0 .2 .28
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 2.250 1.422 .19 .00 1 P12 .00 .00 12 0 0 0 0 0
2 4.932 4.496 .19 .00 0 P13 .00 .00 13 0 0 0 0 0
3 4.976 4.529 .19 .00 0 P14 .00 .00 14 0 0 0 0 0
4 2.136 1.333 .19 .00 1 P15 .00 .00 15 0 0 0 0 0
34
==================================================================================================================================
Viga= 308 V308 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 3.20 /B= .14 /H= .40 /BCs= .78 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.70 PMin= 1.70 Inicio= .00 Compr= 3.20
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = .2 tf* m | M.[+] Max= 2.2 tf* m - Abcis.= 160 | M.[-] = .1 tf* m
[tf,cm]| As = .97 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .6 | As = .97 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .07 | As = 2.01 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .07
| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50
| | Fle.Adm.= 1.1 |
[tf,cm]| Bit.Fiss.= 22.6 M[-]Min= 99.2 | Bit.Fiss.= 1.4 M[+]Min= 99.5 | Bit.Fiss.= 29.2 M[-]Min= 99.2
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 306. 3.89 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 2.775 2.677 .14 .00 2 V324 .00 .00 0 0 0 0 0 0
2 2.763 2.665 .14 .00 2 V325 .00 .00 0 0 0 0 0 0
==================================================================================================================================
Viga= 309 V309 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 5.03 /B= .14 /H= .40 /BCs= 1.15 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .70 PMin= .70 Inicio= .00 Compr= 5.02
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 1.1 tf* m | M.[+] Max= 1.9 tf* m - Abcis.= 293 | M.[-] = 1.5 tf* m
[tf,cm]| As = 1.56 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= 1.0 | As = 1.56 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .11 | As = 2.35 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .11
| Grampos Esq.= 2B 6.3mm x/dMx= .50 | | Grampos Dir.= 2B 6.3mm x/dMx= .50
| | Fle.Adm.= 1.7 |
[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 163.4 | Bit.Fiss.= 2.0 M[+]Min= 104.3 | Bit.Fiss.= 1.0 M[-]Min= 163.4
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 484. 2.91 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 484. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .14
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 2.046 1.452 .19 .00 1 P17 .00 .00 17 0 0 0 0 0
2 2.081 1.487 .19 .00 0 P18 .00 .00 18 0 0 0 0 0
==================================================================================================================================
Viga= 310 V310 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 5.03 /B= .14 /H= .40 /BCs= 1.15 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .70 PMin= .70 Inicio= .00 Compr= 5.02
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 1.6 tf* m | M.[+] Max= 1.8 tf* m - Abcis.= 209 | M.[-] = 1.0 tf* m
[tf,cm]| As = 1.97 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= 1.0 | As = 1.56 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .14 | As = 2.35 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .11
| Grampos Esq.= 2B 6.3mm x/dMx= .50 | | Grampos Dir.= 2B 6.3mm x/dMx= .50
| | Fle.Adm.= 1.7 |
[tf,cm]| Bit.Fiss.= 1.1 M[-]Min= 202.3 | Bit.Fiss.= 2.1 M[+]Min= 104.3 | Bit.Fiss.= 1.0 M[-]Min= 163.4
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 484. 2.98 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 484. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .14
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 2.124 1.531 .19 .00 0 P19 .00 .00 19 0 0 0 0 0
2 1.997 1.403 .19 .00 1 P20 .00 .00 20 0 0 0 0 0
==================================================================================================================================
Viga= 311 V311 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 2.75 /B= .14 /H= .40 /BCs= .69 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .63 PMin= .63 Inicio= .00 Compr= 1.45
2- Parc.Dist.PMax= .71 PMin= .71 Inicio= 1.45 Compr= 1.30
3- Parc.Dist.PMax= .14 PMin= .14 Inicio= .00 Compr= 2.75
4- Reac.Ind. PMax= 1.21 PMin= .53 Aplic.= 1.45 Bw Ap= .14 D.Ver= .40 Viga= 323 Apoio= 1
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = .8 tf* m | M.[+] Max= 1.3 tf* m - Abcis.= 160 | M.[-] = 1.3 tf* m
[tf,cm]| As = 1.15 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .3 | As = 1.37 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .08 | As = 1.53 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .10
| Grampos Esq.= 1B 6.3mm x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= .6 | Grampos Dir.= 1B 6.3mm x/dMx= .50
| | Fle.Adm.= .9 |
[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 118.9 | Bit.Fiss.= 1.5 M[+]Min= 97.7 | Bit.Fiss.= 1.0 M[-]Min= 141.6
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 256. 3.10 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .8
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 256. .04 .66 5 5.1 5.1 31.1 .3 1.1 .0 .2 .19
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 2.008 .950 .19 .00 1 P22 .00 .00 22 0 0 0 0 0
2 2.215 1.022 .19 .00 0 P23 .00 .00 23 0 0 0 0 0
==================================================================================================================================
Viga= 312 V312 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 3.20 /B= .14 /H= .40 /BCs= .46 /BCi= .00 /TpS= 8 /Esp.LS= .11 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .72 PMin= .72 Inicio= .00 Compr= 3.20
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
35
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 1.4 tf* m | M.[+] Max= .9 tf* m - Abcis.= 240 | M.[-] = 1.2 tf* m
[tf,cm]| As = 1.30 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .4 | As = 1.27 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .09 | As = 1.37 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .09
| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50
| | Fle.Adm.= 1.1 |
[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 134.1 | Bit.Fiss.= 2.4 M[+]Min= 91.1 | Bit.Fiss.= 1.0 M[-]Min= 134.1
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 301. 2.54 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 1.812 .601 .19 .00 0 P23 .00 .00 23 0 0 0 0 0
2 1.703 .492 .19 .00 0 P24 .00 .00 24 0 0 0 0 0
==================================================================================================================================
Viga= 313 V313 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 2.75 /B= .14 /H= .40 /BCs= .69 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .72 PMin= .72 Inicio= .00 Compr= 1.25
2- Parc.Dist.PMax= .63 PMin= .63 Inicio= 1.25 Compr= 1.50
3- Parc.Dist.PMax= .14 PMin= .14 Inicio= .00 Compr= 2.75
4- Reac.Ind. PMax= 1.23 PMin= .55 Aplic.= 1.25 Bw Ap= .14 D.Ver= .40 Viga= 326 Apoio= 1
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 1.4 tf* m | M.[+] Max= 1.2 tf* m - Abcis.= 114 | M.[-] = .7 tf* m
[tf,cm]| As = 1.58 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .3 | As = 1.15 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .11 | As = 1.53 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .08
| Grampos Esq.= 1B 6.3mm x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= .6 | Grampos Dir.= 1B 6.3mm x/dMx= .50
| | Fle.Adm.= .9 |
[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 163.2 | Bit.Fiss.= 1.6 M[+]Min= 97.7 | Bit.Fiss.= 1.3 M[-]Min= 118.9
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 256. 3.31 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .8
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 256. .04 .66 5 5.1 5.1 31.1 .3 1.1 .0 .2 .20
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 2.362 1.130 .19 .00 0 P24 .00 .00 24 0 0 0 0 0
2 1.889 .856 .19 .00 1 P25 .00 .00 25 0 0 0 0 0
==================================================================================================================================
Viga= 314 V314 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 3.55 /B= .14 /H= .40 /BCs= .85 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .71 PMin= .70 Inicio= .00 Compr= 3.55
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = .8 tf* m | M.[+] Max= 1.1 tf* m - Abcis.= 177 | M.[-] = .7 tf* m
[tf,cm]| As = 1.60 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .4 | As = 1.31 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .12 | As = 1.91 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .09
| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50
| | Fle.Adm.= 1.2 |
[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 168.2 | Bit.Fiss.= 3.2 M[+]Min= 100.3 | Bit.Fiss.= 1.3 M[-]Min= 138.4
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 336. 2.22 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 336. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .11
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 1.580 .959 .19 .00 1 P21 .00 .00 21 0 0 0 0 0
2 1.548 .926 .19 .00 1 P22 .00 .00 22 0 0 0 0 0
==================================================================================================================================
Viga= 315 V315 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 3.55 /B= .14 /H= .40 /BCs= .85 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .71 PMin= .71 Inicio= .00 Compr= 3.55
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = .8 tf* m | M.[+] Max= 1.1 tf* m - Abcis.= 177 | M.[-] = .8 tf* m
[tf,cm]| As = 1.31 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .4 | As = 1.31 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .09 | As = 1.91 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .09
| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50
| | Fle.Adm.= 1.2 |
[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 138.4 | Bit.Fiss.= 3.2 M[+]Min= 100.3 | Bit.Fiss.= 1.1 M[-]Min= 138.4
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 336. 2.24 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 336. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .11
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 1.601 .980 .19 .00 1 P25 .00 .00 25 0 0 0 0 0
2 1.537 .916 .19 .00 1 P26 .00 .00 26 0 0 0 0 0
==================================================================================================================================
Viga= 316 V316 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 3.20 /B= .14 /H= .40 /BCs= .46 /BCi= .00 /TpS= 5 /Esp.LS= .11 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .33 PMin= .33 Inicio= .00 Compr= 3.20
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = .1 tf* m | M.[+] Max= .4 tf* m - Abcis.= 160 | M.[-] = .1 tf* m
[tf,cm]| As = .93 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .2 | As = .93 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .06 | As = 1.37 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .06
| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50
| | Fle.Adm.= 1.1 |
[tf,cm]| Bit.Fiss.= 42.9 M[-]Min= 87.5 | Bit.Fiss.= 11.2 M[+]Min= 91.1 | Bit.Fiss.= 50.0 M[-]Min= 87.5
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 306. .81 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
36
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 .577 .475 .14 .00 2 V324 .00 .00 0 0 0 0 0 0
2 .568 .467 .14 .00 2 V325 .00 .00 0 0 0 0 0 0
==================================================================================================================================
Viga= 317 V317 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 3.55 /B= .14 /H= .40 /BCs= .67 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .69 PMin= .69 Inicio= .00 Compr= 3.55
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = .1 tf* m | M.[+] Max= .8 tf* m - Abcis.= 147 | M.[-] = .7 tf* m
[tf,cm]| As = 1.02 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .3 | As = 2.03 -SRAS- [ 3 B 10.0mm]
| AsL= .00 ------ x/d = .07 | As = 1.64 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .15
| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= 1.2 |
[tf,cm]| Bit.Fiss.= 50.0 M[-]Min= 105.9 | Bit.Fiss.= 4.0 M[+]Min= 97.0 | Bit.Fiss.= 1.4 M[-]Min= 208.8
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 341. 1.97 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 341. .01 .66 5 5.1 5.1 31.1 .1 .0 .0 .0 .11
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 3 /L= 2.75 /B= .14 /H= .40 /BCs= .55 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 2.75
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = .7 tf* m | M.[+] Max= .3 tf* m - Abcis.= 160 | M.[-] = .1 tf* m
[tf,cm]| As = 1.76 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = .98 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .13 | As = 1.46 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .07
| x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50
| | Fle.Adm.= .9 |
[tf,cm]| Bit.Fiss.= 1.2 M[-]Min= 181.9 | Bit.Fiss.= 21.7 M[+]Min= 94.1 | Bit.Fiss.= 50.0 M[-]Min= 98.2
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 261. 1.56 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 261. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .08
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 1.075 1.040 .14 .00 2 V320 .00 .00 0 0 0 0 0 0
2 2.505 2.387 .14 .00 2 V321 .00 .00 0 0 0 0 0 0
3 .684 .568 .14 .00 2 V324 .00 .00 0 0 0 0 0 0
==================================================================================================================================
Viga= 318 V318 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 2.75 /B= .14 /H= .40 /BCs= .55 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 2.75
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = .1 tf* m | M.[+] Max= .3 tf* m - Abcis.= 114 | M.[-] = .7 tf* m
[tf,cm]| As = .98 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = 1.76 -SRAS- [ 3 B 10.0mm]
| AsL= .00 ------ x/d = .07 | As = 1.46 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .13
| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= .9 |
[tf,cm]| Bit.Fiss.= 50.0 M[-]Min= 98.2 | Bit.Fiss.= 21.7 M[+]Min= 94.1 | Bit.Fiss.= 1.2 M[-]Min= 181.9
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 261. 1.55 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 261. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .08
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 3 /L= 3.55 /B= .14 /H= .40 /BCs= .67 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .69 PMin= .69 Inicio= .00 Compr= 3.55
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = .7 tf* m | M.[+] Max= .9 tf* m - Abcis.= 207 | M.[-] = .1 tf* m
[tf,cm]| As = 2.03 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .3 | As = 1.02 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .15 | As = 1.64 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .07
| x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50
| | Fle.Adm.= 1.2 |
[tf,cm]| Bit.Fiss.= 1.4 M[-]Min= 208.8 | Bit.Fiss.= 4.0 M[+]Min= 97.0 | Bit.Fiss.= 50.0 M[-]Min= 105.9
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 341. 1.97 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 341. .01 .66 5 5.1 5.1 31.1 .1 .0 .0 .0 .11
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 .690 .576 .14 .00 2 V325 .00 .00 0 0 0 0 0 0
2 2.497 2.384 .14 .00 2 V327 .00 .00 0 0 0 0 0 0
3 1.074 1.039 .14 .00 2 V329 .00 .00 0 0 0 0 0 0
==================================================================================================================================
Viga= 319 V319 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 2.77 /B= .14 /H= .40 /BCs= .35 /BCi= .00 /TpS= 8 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .47 PMin= .47 Inicio= .00 Compr= 2.76
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 4.3 tf* m | M.[+] Max= 3.3 tf* m - Abcis.= 0 | M.[-] = 1.7 tf* m
[tf,cm]| As = 4.70 -SRAS- [ 4 B 12.5mm] | AsL= .00 ------ Flecha= .4 | As = 1.59 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .35 | As = 3.17 -STAS- [ 4 B 10.0mm ] | AsL= .00 ------ x/d = .11
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= .9 |
[tf,cm]| Bit.Fiss.= 2.8 M[-]Min= 130.6 | Bit.Fiss.= 1.9 M[+]Min= 86.6 | Bit.Fiss.= 1.1 M[-]Min= 130.6
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
37
[tf,cm] 0.- 255. 3.70 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 255. .01 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .18
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 3 /L= 2.75 /B= .14 /H= .40 /BCs= .47 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 2.75
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = .9 tf* m | M.[+] Max= .6 tf* m - Abcis.= 114 | M.[-] = .6 tf* m
[tf,cm]| As = 1.47 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .2 | As = 1.47 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .11 | As = 1.24 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .11
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= .9 |
[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 154.7 | Bit.Fiss.= 4.0 M[+]Min= 91.6 | Bit.Fiss.= 1.9 M[-]Min= 154.7
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 256. 1.45 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 256. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .07
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 4 /L= 3.20 /B= .14 /H= .40 /BCs= .33 /BCi= .00 /TpS= 8 /Esp.LS= .11 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .50 PMin= .50 Inicio= .00 Compr= 3.20
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = .9 tf* m | M.[+] Max= .3 tf* m - Abcis.= 213 | M.[-] = .8 tf* m
[tf,cm]| As = 1.21 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = 1.21 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .09 | As = 1.16 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .09
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= 1.1 |
[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 128.3 | Bit.Fiss.= 14.2 M[+]Min= 85.8 | Bit.Fiss.= 1.0 M[-]Min= 128.3
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 301. 1.53 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 5 /L= 2.75 /B= .14 /H= .40 /BCs= .47 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 2.75
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = .6 tf* m | M.[+] Max= .6 tf* m - Abcis.= 160 | M.[-] = .9 tf* m
[tf,cm]| As = 1.47 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .2 | As = 1.47 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .11 | As = 1.24 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .11
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= .9 |
[tf,cm]| Bit.Fiss.= 1.7 M[-]Min= 154.7 | Bit.Fiss.= 4.5 M[+]Min= 91.6 | Bit.Fiss.= 1.0 M[-]Min= 154.7
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 256. 1.43 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 256. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .07
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 6 /L= 2.77 /B= .14 /H= .40 /BCs= .35 /BCi= .00 /TpS= 8 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .48 PMin= .48 Inicio= .00 Compr= 2.76
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 1.8 tf* m | M.[+] Max= 3.6 tf* m - Abcis.= 276 | M.[-] = 3.9 tf* m
[tf,cm]| As = 1.78 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .4 | As = 4.20 -SRAS- [ 4 B 12.5mm]
| AsL= .00 ------ x/d = .13 | As = 3.50 -STAS- [ 3 B 12.5mm ] | AsL= .00 ------ x/d = .31
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= .9 |
[tf,cm]| Bit.Fiss.= 1.2 M[-]Min= 130.6 | Bit.Fiss.= 2.1 M[+]Min= 86.6 | Bit.Fiss.= 2.5 M[-]Min= 130.6
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 255. 3.70 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 255. .01 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .18
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 2.640 -1.126 1.00 .38 1 P27 .00 .00 27 0 0 0 0 0
2 3.385 -.680 .19 .00 1 P28 .00 .00 28 0 0 0 0 0
3 2.130 1.271 .19 .00 1 P29 .00 .00 29 0 0 0 0 0
4 2.077 1.214 .19 .00 1 P30 .00 .00 30 0 0 0 0 0
5 3.607 -.464 .19 .00 1 P31 .00 .00 31 0 0 0 0 0
6 2.444 -1.325 1.00 .38 1 P32 .00 .00 32 0 0 0 0 0
==================================================================================================================================
Viga= 320 V320 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 5.03 /B= .14 /H= .40 /BCs= .52 /BCi= .00 /TpS= 5 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .11 PMin= .11 Inicio= .00 Compr= 2.48
2- Parc.Dist.PMax= .09 PMin= .09 Inicio= 2.48 Compr= 2.55
3- Parc.Dist.PMax= .33 PMin= .33 Inicio= .00 Compr= 5.03
4- Reac.Ind. PMax= 1.08 PMin= 1.04 Aplic.= 2.48 Bw Ap= .14 D.Ver= .40 Viga= 317 Apoio= 1
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = .7 tf* m | M.[+] Max= 1.5 tf* m - Abcis.= 257 | M.[-] = 2.1 tf* m
[tf,cm]| As = 1.16 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= 1.1 | As = 2.12 -SRAS- [ 3 B 10.0mm]
| AsL= .00 ------ x/d = .08 | As = 1.45 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .15
| x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= 1.0 | x/dMx= .50
| | Fle.Adm.= 1.7 |
[tf,cm]| Bit.Fiss.= 1.5 M[-]Min= 121.0 | Bit.Fiss.= 1.0 M[+]Min= 93.1 | Bit.Fiss.= 1.4 M[-]Min= 173.5
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 213. 2.05 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
213.- 264. 1.39 21.87 2 45. .0 1.4 1.7 4.2 15.0 2 .0 .7
264.- 481. 2.79 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 213. .07 .66 5 5.1 5.1 31.1 .5 1.1 .0 .2 .20
213.- 264. .07 .66 5 5.1 5.1 31.1 .5 1.1 .0 .2 .17
38
264.- 481. .06 .66 5 5.1 5.1 31.1 .4 1.1 .0 .2 .21
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 3 /L= 2.33 /B= .14 /H= .40 /BCs= .28 /BCi= .00 /TpS= 5 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .42 PMin= .42 Inicio= .00 Compr= 2.33
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 1.5 tf* m | M.[+] Max= .7 tf* m - Abcis.= 259 | M.[-] = .4 tf* m
[tf,cm]| As = 1.43 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = 1.05 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .10 | As = 1.05 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .08
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= .8 |
[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 112.1 | Bit.Fiss.= 2.0 M[+]Min= 82.8 | Bit.Fiss.= 3.9 M[-]Min= 112.1
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 209. 2.05 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 209. .01 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .10
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 4 /L= 2.43 /B= .14 /H= .40 /BCs= .29 /BCi= .00 /TpS= 5 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .42 PMin= .42 Inicio= .00 Compr= 2.43
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = .7 tf* m | M.[+] Max= .4 tf* m - Abcis.= 0 | M.[-] = 1.0 tf* m
[tf,cm]| As = 1.07 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = 1.07 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .08 | As = 1.06 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .08
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= .8 |
[tf,cm]| Bit.Fiss.= 1.4 M[-]Min= 113.8 | Bit.Fiss.= 6.5 M[+]Min= 83.2 | Bit.Fiss.= 1.0 M[-]Min= 113.8
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 219. 1.54 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 219. .01 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .08
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 5 /L= 4.64 /B= .14 /H= .40 /BCs= .49 /BCi= .00 /TpS= 5 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .09 PMin= .09 Inicio= .00 Compr= 2.45
2- Parc.Dist.PMax= .11 PMin= .11 Inicio= 2.45 Compr= 2.19
3- Parc.Dist.PMax= .33 PMin= .33 Inicio= .00 Compr= 4.64
4- Reac.Ind. PMax= 1.13 PMin= 1.08 Aplic.= 2.45 Bw Ap= .14 D.Ver= .40 Viga= 302 Apoio= 1
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 1.9 tf* m | M.[+] Max= 1.2 tf* m - Abcis.= 278 | M.[-] = 1.6 tf* m
[tf,cm]| As = 1.90 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .8 | As = 1.59 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .14 | As = 1.39 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .11
| x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= .8 | x/dMx= .50
| | Fle.Adm.= 1.5 |
[tf,cm]| Bit.Fiss.= 1.3 M[-]Min= 166.6 | Bit.Fiss.= 1.4 M[+]Min= 92.2 | Bit.Fiss.= 1.1 M[-]Min= 138.9
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 440. 2.57 21.87 2 45. .0 1.4 1.9 5.0 20.0 2 .0 .7
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 440. .08 .66 5 5.1 5.1 31.1 .6 1.1 .0 .2 .24
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 1.465 1.285 .19 .00 1 P27 .00 .00 27 0 0 0 0 0
2 3.197 2.376 .50 .13 1 P21 .00 .00 21 0 0 0 0 0
3 .522 .347 .50 .13 1 P17 .00 .00 17 0 0 0 0 0
4 2.460 1.980 .50 .13 1 P11 .00 .00 11 0 0 0 0 0
5 1.742 1.291 .50 .13 1 P1 .00 .00 1 0 0 0 0 0
==================================================================================================================================
Viga= 321 V321 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 1 /L= .89 /B= .14 /H= .40 /BCs= .32 /BCi= .00 /TpS= 5 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .01 PMin= .01 Inicio= .63 Compr= .26
2- Parc.Dist.PMax= .18 PMin= .18 Inicio= .00 Compr= .63
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO | M[-]= .90 tf* m | As = 1.10 -SRAS- [ 2 B 10.0mm] | Flecha = .0
BAL.ESQ | x/d = .08 | AsL= .00 - | Flecha Adm.= .6
[tf,cm] | M[-]Min= 117.3 - x/dMx =1.00 | Bit.de Fiss.= 50.0 | % Baric.Armad.= 3
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 51. .16 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 4.94 /B= .14 /H= .40 /BCs= .88 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .48 PMin= .48 Inicio= .00 Compr= 4.94
2- Reac.Ind. PMax= 2.50 PMin= 2.39 Aplic.= 2.19 Bw Ap= .14 D.Ver= .40 Viga= 317 Apoio= 2
3- Parc.Dist.PMax= .07 PMin= .07 Inicio= .00 Compr= 2.19
4- Parc.Dist.PMax= .16 PMin= .16 Inicio= 2.19 Compr= 2.75
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 3.1 tf* m | M.[+] Max= 2.3 tf* m - Abcis.= 205 | M.[-] = 2.9 tf* m
[tf,cm]| As = 3.21 -SRAS- [ 3 B 12.5mm] | AsL= .00 ------ Flecha= .9 | As = 2.99 -SRAS- [ 4 B 10.0mm]
| AsL= .00 ------ x/d = .23 | As = 2.17 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .22
| x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= .9 | x/dMx= .50
| | Fle.Adm.= 1.6 |
[tf,cm]| Bit.Fiss.= 2.0 M[-]Min= 251.2 | Bit.Fiss.= 1.4 M[+]Min= 100.8 | Bit.Fiss.= 1.9 M[-]Min= 200.4
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 182. 4.39 21.87 2 45. .4 1.4 1.4 5.0 20.0 2 .0 .0
182.- 232. 2.90 21.87 2 45. .0 1.4 2.3 5.0 15.0 2 .0 1.6
232.- 470. 3.98 21.87 2 45. .1 1.4 1.4 5.0 20.0 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 182. .05 .66 5 5.1 5.1 31.1 .4 1.1 .0 .2 .27
182.- 232. .05 .66 5 5.1 5.1 31.1 .4 1.1 .0 .2 .21
232.- 470. .04 .66 5 5.1 5.1 31.1 .3 1.1 .0 .2 .24
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 3.247 2.657 .50 .13 1 P28 .00 .00 28 0 0 0 0 0
39
2 2.843 2.328 .54 .15 1 P22 .00 .00 22 0 0 0 0 0
==================================================================================================================================
Viga= 322 V322 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 4.94 /B= .14 /H= .40 /BCs= .88 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .48 PMin= .48 Inicio= .00 Compr= 4.94
2- Reac.Ind. PMax= 3.12 PMin= 3.10 Aplic.= 2.75 Bw Ap= .14 D.Ver= .40 Viga= 302 Apoio= 2
3- Parc.Dist.PMax= .79 PMin= .79 Inicio= .00 Compr= 2.75
4- Parc.Dist.PMax= .07 PMin= .07 Inicio= 2.75 Compr= 2.19
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 4.3 tf* m | M.[+] Max= 3.2 tf* m - Abcis.= 288 | M.[-] = 3.6 tf* m
[tf,cm]| As = 4.80 -SRAS- [ 4 B 12.5mm] | AsL= .00 ------ Flecha= 1.1 | As = 3.80 -SRAS- [ 3 B 12.5mm]
| AsL= .00 ------ x/d = .36 | As = 3.05 -STAS- [ 4 B 10.0mm ] | AsL= .00 ------ x/d = .28
| x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= 1.2 | x/dMx= .50
| | Fle.Adm.= 1.6 |
[tf,cm]| Bit.Fiss.= 2.8 M[-]Min= 200.4 | Bit.Fiss.= 1.9 M[+]Min= 100.8 | Bit.Fiss.= 2.4 M[-]Min= 251.2
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 470. 6.42 21.87 2 45. 2.2 1.4 2.8 6.3 20.0 2 .0 2.0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 470. .06 .66 5 5.1 5.1 31.1 .4 1.1 .0 .2 .35
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 3 /L= .89 /B= .14 /H= .40 /BCs= .32 /BCi= .00 /TpS= 5 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .01 PMin= .01 Inicio= .00 Compr= .26
2- Parc.Dist.PMax= .19 PMin= .19 Inicio= .26 Compr= .62
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO | M[-]= .90 tf* m | As = 1.10 -SRAS- [ 2 B 10.0mm] | Flecha = .0
BAL.DIR | x/d = .08 | AsL= .00 - | Flecha Adm.= .6
[tf,cm] | M[-]Min= 117.3 - x/dMx =1.00 | Bit.de Fiss.= 50.0 | % Baric.Armad.= 3
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 51. .17 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 4.582 4.026 .54 .15 1 P12 .00 .00 12 0 0 0 0 0
2 3.893 3.350 .50 .13 1 P2 .00 .00 2 0 0 0 0 0
==================================================================================================================================
Viga= 323 V323 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 2.04 /B= .14 /H= .40 /BCs= .45 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.29 PMin= 1.28 Inicio= .00 Compr= 2.04
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = .0 tf* m | M.[+] Max= .5 tf* m - Abcis.= 90 | M.[-] = 1.6 tf* m
[tf,cm]| As = .95 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = 1.54 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .06 | As = 1.24 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .11
| Grampos Esq.= 1B 6.3mm x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= .7 | x/dMx= .50
| | Fle.Adm.= .7 |
[tf,cm]| Bit.Fiss.= 50.0 M[-]Min= 90.1 | Bit.Fiss.= 5.6 M[+]Min= 90.7 | Bit.Fiss.= 1.1 M[-]Min= 149.2
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 186. 2.99 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 186. .07 .66 5 5.1 5.1 31.1 .5 1.1 .0 .2 .24
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 3 /L= 2.04 /B= .14 /H= .40 /BCs= .45 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.29 PMin= 1.28 Inicio= .00 Compr= 2.04
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 1.9 tf* m | M.[+] Max= .4 tf* m - Abcis.= 126 | M.[-] = .0 tf* m
[tf,cm]| As = 1.91 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = .95 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .14 | As = 1.24 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .06
| x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= .7 | Grampos Dir.= 1B 6.3mm x/dMx= .50
| | Fle.Adm.= .7 |
[tf,cm]| Bit.Fiss.= 1.3 M[-]Min= 149.2 | Bit.Fiss.= 8.5 M[+]Min= 90.7 | Bit.Fiss.= 50.0 M[-]Min= 90.1
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 186. 3.24 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 186. .07 .66 5 5.1 5.1 31.1 .5 1.1 .0 .2 .25
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 1.209 .530 .14 .00 2 V311 .00 .00 0 0 0 0 0 0
2 3.748 3.607 .50 .13 0 P18 .00 .00 18 0 0 0 0 0
3 1.081 .353 .14 .00 2 V307 .00 .00 0 0 0 0 0 0
==================================================================================================================================
Viga= 324 V324 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 1 /L= .89 /B= .14 /H= .40 /BCs= .32 /BCi= .00 /TpS= 8 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .01 PMin= .01 Inicio= .63 Compr= .26
2- Parc.Dist.PMax= .17 PMin= .17 Inicio= .00 Compr= .63
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO | M[-]= .90 tf* m | As = 1.10 -SRAS- [ 2 B 10.0mm] | Flecha = .0
BAL.ESQ | x/d = .08 | AsL= .00 - | Flecha Adm.= .6
[tf,cm] | M[-]Min= 117.3 - x/dMx =1.00 | Bit.de Fiss.= 50.0 | % Baric.Armad.= 1
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 51. .15 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 4.94 /B= .14 /H= .40 /BCs= .44 /BCi= .00 /TpS= 8 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .63 PMin= .63 Inicio= .00 Compr= 2.19
2- Parc.Dist.PMax= .82 PMin= .82 Inicio= 2.19 Compr= 1.95
3- Parc.Dist.PMax= .37 PMin= .37 Inicio= 4.14 Compr= .80
40
4- Parc.Dist.PMax= .14 PMin= .14 Inicio= .00 Compr= 4.94
5- Reac.Ind. PMax= .68 PMin= .57 Aplic.= 2.19 Bw Ap= .14 D.Ver= .40 Viga= 317 Apoio= 3
6- Reac.Ind. PMax= .58 PMin= .48 Aplic.= 4.14 Bw Ap= .14 D.Ver= .40 Viga= 316 Apoio= 1
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 2.5 tf* m | M.[+] Max= 1.5 tf* m - Abcis.= 221 | M.[-] = 3.3 tf* m
[tf,cm]| As = 2.48 -SRAS- [ 2 B 12.5mm] | AsL= .00 ------ Flecha= 1.3 | As = 3.58 -SRAS- [ 2 B 16.0mm]
| AsL= .00 ------ x/d = .18 | As = 1.40 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .27
| x/dMx= .50 | Arm.Lat.=[2 X 1 B 6.3mm] - LN= 1.1 | x/dMx= .50
| | Fle.Adm.= 1.6 |
[tf,cm]| Bit.Fiss.= 1.6 M[-]Min= 153.8 | Bit.Fiss.= 1.0 M[+]Min= 90.4 | Bit.Fiss.= 2.1 M[-]Min= 153.8
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 377. 3.66 21.87 2 45. .0 1.4 1.4 5.0 20.0 2 .0 .4
377.- 470. 4.45 21.87 2 45. .5 1.4 2.4 5.0 15.0 2 .0 .4
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 377. .06 .66 5 5.1 5.1 31.1 .4 1.1 .0 .2 .26
377.- 470. .13 .66 5 5.1 5.1 31.1 1.0 1.1 .0 .3 .41
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 3 /L= 3.99 /B= .14 /H= .40 /BCs= .62 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 2.00 PMin= 2.00 Inicio= .00 Compr= 2.85
2- Parc.Dist.PMax= .96 PMin= .96 Inicio= 2.85 Compr= 1.14
3- Parc.Dist.PMax= .14 PMin= .14 Inicio= .00 Compr= 3.99
4- Reac.Ind. PMax= 2.77 PMin= 2.68 Aplic.= 2.85 Bw Ap= .14 D.Ver= .40 Viga= 308 Apoio= 1
5- Concentr. PMax= .05 PMin= .05 Aplic.= 1.76 Bw Ap= .00 D.Ver= .00
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 4.7 tf* m | M.[+] Max= 2.0 tf* m - Abcis.= 301 | M.[-] = 4.8 tf* m
[tf,cm]| As = 5.91 -SRAS- [ 3 B 16.0mm] | AsL= .00 ------ Flecha= .9 | As = 6.08 -SRAS- [ 3 B 16.0mm]
| AsL= .00 ------ x/d = .47 | As = 1.91 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .48
| x/dMx= .50 | Arm.Lat.=[2 X 2 B 6.3mm] - LN= 1.1 | x/dMx= .50
| | Fle.Adm.= 1.3 |
| % Baric.Armad.= 11 *** | % Baric.Armad.= 3 | % Baric.Armad.= 11 ***
[tf,cm]| Bit.Fiss.= 3.0 M[-]Min= 188.5 | Bit.Fiss.= 1.3 M[+]Min= 96.0 | Bit.Fiss.= 3.1 M[-]Min= 188.5
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 124. 7.62 21.87 2 45. 3.2 1.4 4.2 6.3 12.5 2 .0 .0
124.- 248. 3.43 21.87 2 45. .0 1.4 1.4 6.3 20.0 2 .0 .0
248.- 298. 6.73 21.87 2 45. 2.5 1.4 4.9 6.3 12.5 2 .0 1.8
298.- 375. 8.22 21.87 2 45. 3.7 1.4 6.2 6.3 10.0 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 124. .07 .66 5 5.1 5.1 31.1 .5 1.1 .0 .2 .45
124.- 248. .07 .66 5 5.1 5.1 31.1 .5 1.1 .0 .2 .26
248.- 298. .17 .66 5 5.1 5.1 31.1 1.2 1.1 .1 .4 .56
298.- 375. .17 .66 5 5.1 5.1 31.1 1.2 1.1 .1 .4 .63
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 4 /L= 4.94 /B= .14 /H= .40 /BCs= .73 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.45 PMin= 1.45 Inicio= .00 Compr= .80
2- Parc.Dist.PMax= 1.40 PMin= 1.39 Inicio= .80 Compr= 1.95
3- Parc.Dist.PMax= .59 PMin= .59 Inicio= 2.75 Compr= 2.19
4- Parc.Dist.PMax= .14 PMin= .14 Inicio= .00 Compr= 4.94
5- Reac.Ind. PMax= 1.81 PMin= 1.71 Aplic.= .80 Bw Ap= .14 D.Ver= .40 Viga= 304 Apoio= 1
6- Reac.Ind. PMax= 1.46 PMin= 1.42 Aplic.= 2.75 Bw Ap= .14 D.Ver= .40 Viga= 302 Apoio= 3
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 5.8 tf* m | M.[+] Max= 2.3 tf* m - Abcis.= 296 | M.[-] = 2.9 tf* m
[tf,cm]| As = 7.72 -SRAD- [ 4 B 16.0mm] | AsL= .00 ------ Flecha= 1.1 | As = 3.09 -SRAS- [ 4 B 10.0mm]
| AsL= 1.75 ------ x/d = .50 | As = 2.24 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .22
| x/dMx= .50 | Arm.Lat.=[2 X 2 B 6.3mm] - LN= 1.1 | x/dMx= .50
| ***AsL Compr.*** | Fle.Adm.= 1.6 |
| % Baric.Armad.= 15 *** | % Baric.Armad.= 3 | % Baric.Armad.= 5
[tf,cm]| Bit.Fiss.= 3.7 M[-]Min= 212.8 | Bit.Fiss.= 1.5 M[+]Min= 98.6 | Bit.Fiss.= 1.9 M[-]Min= 212.8
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 93. 9.09 21.87 2 45. 4.5 1.4 7.3 8.0 12.5 2 .0 1.2
93.- 238. 4.30 21.87 2 45. .4 1.4 1.4 4.2 17.5 2 .0 .0
238.- 288. 2.31 21.87 2 45. .0 1.4 1.9 5.0 20.0 2 .0 .9
288.- 470. 4.50 21.87 2 45. .5 1.4 1.5 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 93. .20 .66 5 5.1 5.1 31.1 1.4 1.1 .1 .4 .71
93.- 238. .06 .66 5 5.1 5.1 31.1 .4 1.1 .0 .2 .28
238.- 288. .07 .66 5 5.1 5.1 31.1 .5 1.1 .0 .2 .21
288.- 470. .07 .66 5 5.1 5.1 31.1 .5 1.1 .0 .2 .31
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 5 /L= .89 /B= .14 /H= .40 /BCs= .32 /BCi= .00 /TpS= 8 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .01 PMin= .01 Inicio= .00 Compr= .26
2- Parc.Dist.PMax= .18 PMin= .18 Inicio= .26 Compr= .63
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO | M[-]= .90 tf* m | As = 1.10 -SRAS- [ 2 B 10.0mm] | Flecha = .0
BAL.DIR | x/d = .08 | AsL= .00 - | Flecha Adm.= .6
[tf,cm] | M[-]Min= 117.3 - x/dMx =1.00 | Bit.de Fiss.= 50.0 | % Baric.Armad.= 5
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 51. .16 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 2.722 2.126 .50 .13 1 P29 .00 .00 29 0 0 0 0 0
2 7.863 7.480 1.00 .38 0 P23 .00 .00 23 0 0 0 0 0
3 11.667 11.149 .54 .15 0 P13 .00 .00 13 0 0 0 0 0
4 3.322 2.774 .50 .13 1 P3 .00 .00 3 0 0 0 0 0
==================================================================================================================================
Viga= 325 V325 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 1 /L= .89 /B= .14 /H= .40 /BCs= .32 /BCi= .00 /TpS= 5 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .01 PMin= .01 Inicio= .63 Compr= .26
2- Parc.Dist.PMax= .18 PMin= .18 Inicio= .00 Compr= .63
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO | M[-]= .90 tf* m | As = 1.10 -SRAS- [ 2 B 10.0mm] | Flecha = .0
BAL.ESQ | x/d = .08 | AsL= .00 - | Flecha Adm.= .6
[tf,cm] | M[-]Min= 117.3 - x/dMx =1.00 | Bit.de Fiss.= 50.0 | % Baric.Armad.= 1
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
41
[tf,cm] 0.- 51. .16 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 4.94 /B= .14 /H= .40 /BCs= .44 /BCi= .00 /TpS= 5 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .63 PMin= .62 Inicio= .00 Compr= 2.19
2- Parc.Dist.PMax= .82 PMin= .81 Inicio= 2.19 Compr= 1.95
3- Parc.Dist.PMax= .37 PMin= .37 Inicio= 4.14 Compr= .80
4- Parc.Dist.PMax= .14 PMin= .14 Inicio= .00 Compr= 4.94
5- Reac.Ind. PMax= .69 PMin= .58 Aplic.= 2.19 Bw Ap= .14 D.Ver= .40 Viga= 318 Apoio= 1
6- Reac.Ind. PMax= .57 PMin= .47 Aplic.= 4.14 Bw Ap= .14 D.Ver= .40 Viga= 316 Apoio= 2
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 2.5 tf* m | M.[+] Max= 1.5 tf* m - Abcis.= 221 | M.[-] = 3.3 tf* m
[tf,cm]| As = 2.46 -SRAS- [ 2 B 12.5mm] | AsL= .00 ------ Flecha= 1.3 | As = 3.57 -SRAS- [ 2 B 16.0mm]
| AsL= .00 ------ x/d = .17 | As = 1.40 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .27
| x/dMx= .50 | Arm.Lat.=[2 X 2 B 5.0mm] - LN= 1.1 | x/dMx= .50
| | Fle.Adm.= 1.6 |
[tf,cm]| Bit.Fiss.= 1.6 M[-]Min= 153.8 | Bit.Fiss.= 1.0 M[+]Min= 90.4 | Bit.Fiss.= 2.1 M[-]Min= 153.8
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 377. 3.64 21.87 2 45. .0 1.4 1.4 5.0 20.0 2 .0 .4
377.- 470. 4.43 21.87 2 45. .5 1.4 2.1 5.0 17.5 2 .0 .4
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 377. .07 .66 5 5.1 5.1 31.1 .5 1.1 .0 .2 .27
377.- 470. .12 .66 5 5.1 5.1 31.1 .8 1.1 .0 .3 .38
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 3 /L= 3.99 /B= .14 /H= .40 /BCs= .62 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.98 PMin= 1.98 Inicio= .00 Compr= 2.85
2- Parc.Dist.PMax= .94 PMin= .94 Inicio= 2.85 Compr= 1.14
3- Parc.Dist.PMax= .14 PMin= .14 Inicio= .00 Compr= 3.99
4- Reac.Ind. PMax= 2.76 PMin= 2.67 Aplic.= 2.85 Bw Ap= .14 D.Ver= .40 Viga= 308 Apoio= 2
5- Concentr. PMax= .05 PMin= .05 Aplic.= 1.76 Bw Ap= .00 D.Ver= .00
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 4.7 tf* m | M.[+] Max= 2.0 tf* m - Abcis.= 301 | M.[-] = 4.8 tf* m
[tf,cm]| As = 5.82 -SRAS- [ 3 B 16.0mm] | AsL= .00 ------ Flecha= .9 | As = 6.03 -SRAS- [ 3 B 16.0mm]
| AsL= .00 ------ x/d = .46 | As = 1.89 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .48
| x/dMx= .50 | Arm.Lat.=[2 X 2 B 5.0mm] - LN= 1.1 | x/dMx= .50
| | Fle.Adm.= 1.3 |
| % Baric.Armad.= 11 *** | % Baric.Armad.= 3 | % Baric.Armad.= 11 ***
[tf,cm]| Bit.Fiss.= 3.0 M[-]Min= 188.5 | Bit.Fiss.= 1.3 M[+]Min= 96.0 | Bit.Fiss.= 3.0 M[-]Min= 188.5
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 124. 7.55 21.87 2 45. 3.2 1.4 4.0 6.3 15.0 2 .0 .0
124.- 248. 3.40 21.87 2 45. .0 1.4 1.4 6.3 20.0 2 .0 .0
248.- 298. 6.69 21.87 2 45. 2.4 1.4 4.5 6.3 12.5 2 .0 1.8
298.- 375. 8.16 21.87 2 45. 3.7 1.4 5.8 6.3 10.0 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 124. .06 .66 5 5.1 5.1 31.1 .4 1.1 .0 .2 .44
124.- 248. .06 .66 5 5.1 5.1 31.1 .4 1.1 .0 .2 .25
248.- 298. .15 .66 5 5.1 5.1 31.1 1.0 1.1 .1 .3 .53
298.- 375. .15 .66 5 5.1 5.1 31.1 1.0 1.1 .1 .3 .59
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 4 /L= 4.94 /B= .14 /H= .40 /BCs= .73 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.45 PMin= 1.45 Inicio= .00 Compr= .80
2- Parc.Dist.PMax= 1.38 PMin= 1.38 Inicio= .80 Compr= 1.95
3- Parc.Dist.PMax= .58 PMin= .58 Inicio= 2.75 Compr= 2.19
4- Parc.Dist.PMax= .14 PMin= .14 Inicio= .00 Compr= 4.94
5- Reac.Ind. PMax= 1.80 PMin= 1.70 Aplic.= .80 Bw Ap= .14 D.Ver= .40 Viga= 304 Apoio= 2
6- Reac.Ind. PMax= 1.47 PMin= 1.42 Aplic.= 2.75 Bw Ap= .14 D.Ver= .40 Viga= 303 Apoio= 1
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 5.8 tf* m | M.[+] Max= 2.3 tf* m - Abcis.= 296 | M.[-] = 2.9 tf* m
[tf,cm]| As = 7.66 -SRAD- [ 4 B 16.0mm] | AsL= .00 ------ Flecha= 1.1 | As = 3.08 -SRAS- [ 4 B 10.0mm]
| AsL= 1.69 ------ x/d = .50 | As = 2.22 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .22
| x/dMx= .50 | Arm.Lat.=[2 X 2 B 5.0mm] - LN= 1.1 | x/dMx= .50
| ***AsL Compr.*** | Fle.Adm.= 1.6 |
| % Baric.Armad.= 15 *** | % Baric.Armad.= 3 | % Baric.Armad.= 5
[tf,cm]| Bit.Fiss.= 3.7 M[-]Min= 212.8 | Bit.Fiss.= 1.5 M[+]Min= 98.6 | Bit.Fiss.= 1.9 M[-]Min= 212.8
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 93. 9.03 21.87 2 45. 4.4 1.4 6.8 8.0 12.5 2 .0 1.2
93.- 238. 4.27 21.87 2 45. .3 1.4 1.4 4.2 17.5 2 .0 .0
238.- 288. 2.31 21.87 2 45. .0 1.4 2.0 5.0 17.5 2 .0 .9
288.- 470. 4.47 21.87 2 45. .5 1.4 1.6 4.2 15.0 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 93. .16 .66 5 5.1 5.1 31.1 1.2 1.1 .1 .4 .66
93.- 238. .06 .66 5 5.1 5.1 31.1 .4 1.1 .0 .2 .29
238.- 288. .08 .66 5 5.1 5.1 31.1 .5 1.1 .0 .2 .22
288.- 470. .08 .66 5 5.1 5.1 31.1 .5 1.1 .0 .2 .32
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 5 /L= .89 /B= .14 /H= .40 /BCs= .32 /BCi= .00 /TpS= 5 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .01 PMin= .01 Inicio= .00 Compr= .26
2- Parc.Dist.PMax= .19 PMin= .19 Inicio= .26 Compr= .63
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO | M[-]= .90 tf* m | As = 1.10 -SRAS- [ 2 B 10.0mm] | Flecha = .0
BAL.DIR | x/d = .08 | AsL= .00 - | Flecha Adm.= .6
[tf,cm] | M[-]Min= 117.3 - x/dMx =1.00 | Bit.de Fiss.= 50.0 | % Baric.Armad.= 5
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 51. .17 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 2.713 2.116 .50 .13 1 P30 .00 .00 30 0 0 0 0 0
2 7.793 7.409 1.00 .38 0 P24 .00 .00 24 0 0 0 0 0
3 11.575 11.058 .54 .15 0 P14 .00 .00 14 0 0 0 0 0
4 3.313 2.764 .50 .13 1 P4 .00 .00 4 0 0 0 0 0
==================================================================================================================================
Viga= 326 V326 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 2.04 /B= .14 /H= .40 /BCs= .45 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
42
[tf,m] 1- Parc.Dist.PMax= 1.32 PMin= 1.32 Inicio= .00 Compr= 2.04
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = .0 tf* m | M.[+] Max= .5 tf* m - Abcis.= 90 | M.[-] = 1.6 tf* m
[tf,cm]| As = .95 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = 1.58 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .06 | As = 1.24 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .11
| Grampos Esq.= 1B 6.3mm x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= .7 | x/dMx= .50
| | Fle.Adm.= .7 |
[tf,cm]| Bit.Fiss.= 50.0 M[-]Min= 90.1 | Bit.Fiss.= 5.5 M[+]Min= 90.7 | Bit.Fiss.= 1.1 M[-]Min= 149.2
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 186. 3.06 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 186. .06 .66 5 5.1 5.1 31.1 .4 1.1 .0 .2 .23
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 3 /L= 2.04 /B= .14 /H= .40 /BCs= .45 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.32 PMin= 1.32 Inicio= .00 Compr= 2.05
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 2.0 tf* m | M.[+] Max= .4 tf* m - Abcis.= 126 | M.[-] = .0 tf* m
[tf,cm]| As = 1.92 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = .95 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .14 | As = 1.24 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .06
| x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= .7 | Grampos Dir.= 1B 6.3mm x/dMx= .50
| | Fle.Adm.= .7 |
[tf,cm]| Bit.Fiss.= 1.3 M[-]Min= 149.2 | Bit.Fiss.= 7.9 M[+]Min= 90.7 | Bit.Fiss.= 50.0 M[-]Min= 90.1
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 186. 3.29 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 186. .06 .66 5 5.1 5.1 31.1 .4 1.1 .0 .2 .24
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 1.227 .546 .14 .00 2 V313 .00 .00 0 0 0 0 0 0
2 3.891 3.625 .50 .13 0 P19 .00 .00 19 0 0 0 0 0
3 1.113 .382 .14 .00 2 V307 .00 .00 0 0 0 0 0 0
==================================================================================================================================
Viga= 327 V327 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 1 /L= .89 /B= .14 /H= .40 /BCs= .32 /BCi= .00 /TpS= 8 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .01 PMin= .01 Inicio= .63 Compr= .26
2- Parc.Dist.PMax= .17 PMin= .17 Inicio= .00 Compr= .63
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO | M[-]= .90 tf* m | As = 1.10 -SRAS- [ 2 B 10.0mm] | Flecha = .0
BAL.ESQ | x/d = .08 | AsL= .00 - | Flecha Adm.= .6
[tf,cm] | M[-]Min= 117.3 - x/dMx =1.00 | Bit.de Fiss.= 50.0 | % Baric.Armad.= 7
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 51. .15 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 4.94 /B= .14 /H= .40 /BCs= .88 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .48 PMin= .48 Inicio= .00 Compr= 4.94
2- Reac.Ind. PMax= 2.50 PMin= 2.38 Aplic.= 2.19 Bw Ap= .14 D.Ver= .40 Viga= 318 Apoio= 2
3- Parc.Dist.PMax= .07 PMin= .07 Inicio= .00 Compr= 2.19
4- Parc.Dist.PMax= .17 PMin= .16 Inicio= 2.19 Compr= 2.75
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 3.1 tf* m | M.[+] Max= 2.3 tf* m - Abcis.= 205 | M.[-] = 2.9 tf* m
[tf,cm]| As = 3.34 -SRAS- [ 5 B 10.0mm] | AsL= .00 ------ Flecha= .9 | As = 3.01 -SRAS- [ 4 B 10.0mm]
| AsL= .00 ------ x/d = .25 | As = 2.17 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .22
| x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= .9 | x/dMx= .50
| | Fle.Adm.= 1.6 |
[tf,cm]| Bit.Fiss.= 2.0 M[-]Min= 251.2 | Bit.Fiss.= 1.4 M[+]Min= 100.8 | Bit.Fiss.= 1.9 M[-]Min= 200.4
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 182. 4.37 21.87 2 45. .4 1.4 1.4 5.0 20.0 2 .0 .0
182.- 232. 2.89 21.87 2 45. .0 1.4 2.4 5.0 15.0 2 .0 1.6
232.- 470. 3.99 21.87 2 45. .1 1.4 1.4 5.0 20.0 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 182. .06 .66 5 5.1 5.1 31.1 .4 1.1 .0 .2 .28
182.- 232. .06 .66 5 5.1 5.1 31.1 .4 1.1 .0 .2 .22
232.- 470. .04 .66 5 5.1 5.1 31.1 .3 1.1 .0 .2 .25
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 3.227 2.633 .50 .13 1 P31 .00 .00 31 0 0 0 0 0
2 2.852 2.334 .54 .15 1 P25 .00 .00 25 0 0 0 0 0
==================================================================================================================================
Viga= 328 V328 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 4.94 /B= .14 /H= .40 /BCs= .88 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .48 PMin= .48 Inicio= .00 Compr= 4.94
2- Reac.Ind. PMax= 3.11 PMin= 3.09 Aplic.= 2.75 Bw Ap= .14 D.Ver= .40 Viga= 303 Apoio= 2
3- Parc.Dist.PMax= .80 PMin= .80 Inicio= .00 Compr= 2.75
4- Parc.Dist.PMax= .07 PMin= .07 Inicio= 2.75 Compr= 2.19
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 4.3 tf* m | M.[+] Max= 3.2 tf* m - Abcis.= 288 | M.[-] = 3.7 tf* m
[tf,cm]| As = 4.78 -SRAS- [ 4 B 12.5mm] | AsL= .00 ------ Flecha= 1.1 | As = 4.01 -SRAS- [ 2 B 16.0mm]
| AsL= .00 ------ x/d = .36 | As = 3.05 -STAS- [ 4 B 10.0mm ] | AsL= .00 ------ x/d = .30
| x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= 1.2 | x/dMx= .50
| | Fle.Adm.= 1.6 |
[tf,cm]| Bit.Fiss.= 2.8 M[-]Min= 200.4 | Bit.Fiss.= 1.9 M[+]Min= 100.8 | Bit.Fiss.= 2.4 M[-]Min= 251.2
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 470. 6.43 21.87 2 45. 2.2 1.4 2.7 6.3 20.0 2 .0 2.0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 470. .05 .66 5 5.1 5.1 31.1 .3 1.1 .0 .2 .35
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 3 /L= .89 /B= .14 /H= .40 /BCs= .32 /BCi= .00 /TpS= 8 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
43
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .01 PMin= .01 Inicio= .00 Compr= .26
2- Parc.Dist.PMax= .18 PMin= .18 Inicio= .26 Compr= .62
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO | M[-]= .90 tf* m | As = 1.16 -SRAS- [ 2 B 10.0mm] | Flecha = .0
BAL.DIR | x/d = .09 | AsL= .00 - | Flecha Adm.= .6
[tf,cm] | M[-]Min= 117.3 - x/dMx =1.00 | Bit.de Fiss.= 50.0 | % Baric.Armad.= 1
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 51. .16 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 4.588 4.028 .54 .15 1 P15 .00 .00 15 0 0 0 0 0
2 3.901 3.355 .50 .13 1 P5 .00 .00 5 0 0 0 0 0
==================================================================================================================================
Viga= 329 V329 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 5.03 /B= .14 /H= .40 /BCs= .52 /BCi= .00 /TpS= 8 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .11 PMin= .11 Inicio= .00 Compr= 2.48
2- Parc.Dist.PMax= .09 PMin= .09 Inicio= 2.48 Compr= 2.55
3- Parc.Dist.PMax= .33 PMin= .33 Inicio= .00 Compr= 5.03
4- Reac.Ind. PMax= 1.07 PMin= 1.04 Aplic.= 2.48 Bw Ap= .14 D.Ver= .40 Viga= 318 Apoio= 3
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = .7 tf* m | M.[+] Max= 1.5 tf* m - Abcis.= 257 | M.[-] = 2.1 tf* m
[tf,cm]| As = 1.16 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= 1.1 | As = 2.12 -SRAS- [ 3 B 10.0mm]
| AsL= .00 ------ x/d = .08 | As = 1.44 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .15
| x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= 1.0 | x/dMx= .50
| | Fle.Adm.= 1.7 |
[tf,cm]| Bit.Fiss.= 1.5 M[-]Min= 121.0 | Bit.Fiss.= 1.0 M[+]Min= 93.1 | Bit.Fiss.= 1.4 M[-]Min= 173.5
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 213. 2.05 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
213.- 264. 1.39 21.87 2 45. .0 1.4 1.6 4.2 15.0 2 .0 .7
264.- 481. 2.78 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 213. .07 .66 5 5.1 5.1 31.1 .5 1.1 .0 .2 .20
213.- 264. .06 .66 5 5.1 5.1 31.1 .5 1.1 .0 .2 .16
264.- 481. .05 .66 5 5.1 5.1 31.1 .4 1.1 .0 .2 .20
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 3 /L= 2.33 /B= .14 /H= .40 /BCs= .28 /BCi= .00 /TpS= 8 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .42 PMin= .42 Inicio= .00 Compr= 2.33
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 1.5 tf* m | M.[+] Max= .7 tf* m - Abcis.= 259 | M.[-] = .4 tf* m
[tf,cm]| As = 1.40 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = 1.05 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .10 | As = 1.05 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .08
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= .8 |
[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 112.1 | Bit.Fiss.= 2.2 M[+]Min= 82.8 | Bit.Fiss.= 3.3 M[-]Min= 112.1
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 209. 2.01 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 209. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .10
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 4 /L= 2.43 /B= .14 /H= .40 /BCs= .29 /BCi= .00 /TpS= 8 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .42 PMin= .42 Inicio= .00 Compr= 2.43
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = .7 tf* m | M.[+] Max= .5 tf* m - Abcis.= 0 | M.[-] = 1.0 tf* m
[tf,cm]| As = 1.07 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = 1.07 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .08 | As = 1.06 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .08
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= .8 |
[tf,cm]| Bit.Fiss.= 1.6 M[-]Min= 113.8 | Bit.Fiss.= 5.3 M[+]Min= 83.2 | Bit.Fiss.= 1.0 M[-]Min= 113.8
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 219. 1.59 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 219. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .08
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 5 /L= 4.64 /B= .14 /H= .40 /BCs= .49 /BCi= .00 /TpS= 8 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .09 PMin= .09 Inicio= .00 Compr= 2.45
2- Parc.Dist.PMax= .11 PMin= .11 Inicio= 2.45 Compr= 2.19
3- Parc.Dist.PMax= .33 PMin= .33 Inicio= .00 Compr= 4.64
4- Reac.Ind. PMax= 1.13 PMin= 1.07 Aplic.= 2.45 Bw Ap= .14 D.Ver= .40 Viga= 303 Apoio= 3
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 1.9 tf* m | M.[+] Max= 1.2 tf* m - Abcis.= 278 | M.[-] = 1.7 tf* m
[tf,cm]| As = 1.87 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .8 | As = 1.62 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .13 | As = 1.39 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .12
| x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= .8 | x/dMx= .50
| | Fle.Adm.= 1.5 |
[tf,cm]| Bit.Fiss.= 1.3 M[-]Min= 166.6 | Bit.Fiss.= 1.4 M[+]Min= 92.2 | Bit.Fiss.= 1.1 M[-]Min= 138.9
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 440. 2.55 21.87 2 45. .0 1.4 1.8 5.0 20.0 2 .0 .7
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 440. .08 .66 5 5.1 5.1 31.1 .6 1.1 .0 .2 .23
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 1.465 1.282 .19 .00 1 P32 .00 .00 32 0 0 0 0 0
2 3.165 2.336 .50 .13 1 P26 .00 .00 26 0 0 0 0 0
3 .518 .343 .50 .13 1 P20 .00 .00 20 0 0 0 0 0
4 2.474 1.990 .50 .13 1 P16 .00 .00 16 0 0 0 0 0
5 1.759 1.304 .50 .13 1 P6 .00 .00 6 0 0 0 0 0
==================================================================================================================================
44
3.2.1.3 Vigas do segundo pavimento
ACRTS-ASSOC.CULT.RENOV.TEC.SOROCABANA R E L G E R - Relatorio geral de vigas (V11 ) Pg 1
ROD.SEN.JOSE ERMIRIO DE MORAES, KM.1,5 SOROCABA 18110-000 SP 33538300
T Q S Projeto: 0004 - Segundo Pavimento 14/01/16
CAD/Vigas 18:28:47
-----------------------------------------------------------------------------------------------------------------------------------
fck=250.kgf/cm2 - Aco: CA-60B CA-50A - Esforcos Caracteristicos
Viga= 201 V201 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 3.55 /B= .14 /H= .40 /BCs= .41 /BCi= .00 /TpS= 5 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .89 PMin= .80 Inicio= .00 Compr= 3.55
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 1.6 tf* m | M.[+] Max= 1.2 tf* m - Abcis.= 88 | M.[-] = 1.8 tf* m
[tf,cm]| As = 1.52 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .6 | As = 1.75 -SRAS- [ 3 B 10.0mm]
| AsL= .00 ------ x/d = .11 | As = 1.24 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .13
| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= 1.2 |
[tf,cm]| Bit.Fiss.= 1.1 M[-]Min= 138.4 | Bit.Fiss.= 1.1 M[+]Min= 89.2 | Bit.Fiss.= 1.2 M[-]Min= 146.1
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 336. 3.22 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 336. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .15
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 3 /L= 2.75 /B= .14 /H= .40 /BCs= .47 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.13 PMin= .97 Inicio= .00 Compr= 2.75
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 1.7 tf* m | M.[+] Max= .5 tf* m - Abcis.= 206 | M.[-] = 1.4 tf* m
[tf,cm]| As = 1.65 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = 1.47 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .12 | As = 1.24 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .11
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= .9 |
[tf,cm]| Bit.Fiss.= 1.2 M[-]Min= 154.7 | Bit.Fiss.= 7.3 M[+]Min= 91.6 | Bit.Fiss.= 1.0 M[-]Min= 154.7
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 256. 3.06 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 256. .01 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .15
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 4 /L= 3.20 /B= .14 /H= .40 /BCs= .33 /BCi= .00 /TpS= 5 /Esp.LS= .11 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .99 PMin= .91 Inicio= .00 Compr= 3.20
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 1.5 tf* m | M.[+] Max= .6 tf* m - Abcis.= 213 | M.[-] = 1.4 tf* m
[tf,cm]| As = 1.42 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .3 | As = 1.33 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .10 | As = 1.16 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .10
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= 1.1 |
[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 128.3 | Bit.Fiss.= 3.8 M[+]Min= 85.8 | Bit.Fiss.= 1.0 M[-]Min= 128.3
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 301. 2.83 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 5 /L= 2.75 /B= .14 /H= .40 /BCs= .47 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.13 PMin= .97 Inicio= .00 Compr= 2.75
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 1.5 tf* m | M.[+] Max= .4 tf* m - Abcis.= 91 | M.[-] = 1.6 tf* m
[tf,cm]| As = 1.47 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = 1.52 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .11 | As = 1.24 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .11
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= .9 |
[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 154.7 | Bit.Fiss.= 9.2 M[+]Min= 91.6 | Bit.Fiss.= 1.1 M[-]Min= 154.7
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 256. 2.94 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 256. .01 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .14
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 6 /L= 3.55 /B= .14 /H= .40 /BCs= .41 /BCi= .00 /TpS= 5 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .89 PMin= .80 Inicio= .00 Compr= 3.55
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 1.9 tf* m | M.[+] Max= 1.3 tf* m - Abcis.= 266 | M.[-] = 1.4 tf* m
[tf,cm]| As = 1.88 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .6 | As = 1.36 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .14 | As = 1.24 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .10
| x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50
| | Fle.Adm.= 1.2 |
[tf,cm]| Bit.Fiss.= 1.3 M[-]Min= 146.1 | Bit.Fiss.= 1.0 M[+]Min= 89.2 | Bit.Fiss.= 1.0 M[-]Min= 138.4
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 336. 3.32 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 336. .01 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .16
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 1.953 .789 .19 .00 0 P1 .00 .00 1 0 0 0 0 0
2 3.471 3.313 .19 .00 0 P2 .00 .00 2 0 0 0 0 0
3 3.108 2.851 .19 .00 0 P3 .00 .00 3 0 0 0 0 0
4 3.135 2.878 .19 .00 0 P4 .00 .00 4 0 0 0 0 0
45
5 3.463 3.304 .19 .00 0 P5 .00 .00 5 0 0 0 0 0
6 1.875 .711 .19 .00 0 P6 .00 .00 6 0 0 0 0 0
==================================================================================================================================
Viga= 202 V202 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 3.55 /B= .14 /H= .40 /BCs= .67 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.79 PMin= 1.52 Inicio= .00 Compr= 3.55
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = .2 tf* m | M.[+] Max= 2.3 tf* m - Abcis.= 147 | M.[-] = 1.0 tf* m
[tf,cm]| As = 1.02 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .7 | As = 2.03 -SRAS- [ 3 B 10.0mm]
| AsL= .00 ------ x/d = .07 | As = 2.14 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .15
| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= 1.2 |
[tf,cm]| Bit.Fiss.= 21.6 M[-]Min= 105.9 | Bit.Fiss.= 1.4 M[+]Min= 97.0 | Bit.Fiss.= 1.0 M[-]Min= 208.8
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 341. 4.84 21.87 2 45. .8 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 341. .01 .66 5 5.1 5.1 31.1 .1 .0 .0 .0 .23
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 3 /L= 2.75 /B= .14 /H= .40 /BCs= .55 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.25 PMin= 1.06 Inicio= .00 Compr= 2.75
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 1.0 tf* m | M.[+] Max= .7 tf* m - Abcis.= 160 | M.[-] = .2 tf* m
[tf,cm]| As = 1.76 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = .98 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .13 | As = 1.46 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .07
| x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50
| | Fle.Adm.= .9 |
[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 181.9 | Bit.Fiss.= 4.6 M[+]Min= 94.1 | Bit.Fiss.= 25.0 M[-]Min= 98.2
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 261. 2.88 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 261. .01 .66 5 5.1 5.1 31.1 .1 .0 .0 .0 .14
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 2.950 2.806 .14 .00 2 V220 .00 .00 0 0 0 0 0 0
2 5.484 5.288 .14 .00 2 V222 .00 .00 0 0 0 0 0 0
3 1.433 1.331 .14 .00 2 V224 .00 .00 0 0 0 0 0 0
==================================================================================================================================
Viga= 203 V203 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 2.75 /B= .14 /H= .40 /BCs= .55 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.25 PMin= 1.06 Inicio= .00 Compr= 2.75
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = .2 tf* m | M.[+] Max= .7 tf* m - Abcis.= 114 | M.[-] = 1.0 tf* m
[tf,cm]| As = .98 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = 1.76 -SRAS- [ 3 B 10.0mm]
| AsL= .00 ------ x/d = .07 | As = 1.46 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .13
| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= .9 |
[tf,cm]| Bit.Fiss.= 22.4 M[-]Min= 98.2 | Bit.Fiss.= 4.6 M[+]Min= 94.1 | Bit.Fiss.= 1.0 M[-]Min= 181.9
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 261. 2.88 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 261. .01 .66 5 5.1 5.1 31.1 .1 .0 .0 .0 .14
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 3 /L= 3.55 /B= .14 /H= .40 /BCs= .67 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.79 PMin= 1.52 Inicio= .00 Compr= 3.55
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 1.0 tf* m | M.[+] Max= 2.3 tf* m - Abcis.= 207 | M.[-] = .2 tf* m
[tf,cm]| As = 2.03 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .7 | As = 1.02 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .15 | As = 2.14 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .07
| x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50
| | Fle.Adm.= 1.2 |
[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 208.8 | Bit.Fiss.= 1.4 M[+]Min= 97.0 | Bit.Fiss.= 24.6 M[-]Min= 105.9
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 341. 4.85 21.87 2 45. .8 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 341. .01 .66 5 5.1 5.1 31.1 .1 .0 .0 .0 .23
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 1.438 1.337 .14 .00 2 V225 .00 .00 0 0 0 0 0 0
2 5.483 5.287 .14 .00 2 V228 .00 .00 0 0 0 0 0 0
3 2.945 2.801 .14 .00 2 V229 .00 .00 0 0 0 0 0 0
==================================================================================================================================
Viga= 204 V204 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 3.20 /B= .14 /H= .40 /BCs= .78 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.44 PMin= 1.23 Inicio= .00 Compr= 3.20
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = .3 tf* m | M.[+] Max= 1.8 tf* m - Abcis.= 160 | M.[-] = .3 tf* m
[tf,cm]| As = .97 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .5 | As = .97 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .07 | As = 1.70 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .07
| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50
| | Fle.Adm.= 1.1 |
[tf,cm]| Bit.Fiss.= 6.6 M[-]Min= 99.2 | Bit.Fiss.= 1.2 M[+]Min= 99.5 | Bit.Fiss.= 7.7 M[-]Min= 99.2
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 306. 3.31 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
46
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 2.363 2.145 .14 .00 2 V224 .00 .00 0 0 0 0 0 0
2 2.348 2.131 .14 .00 2 V225 .00 .00 0 0 0 0 0 0
==================================================================================================================================
Viga= 205 V205 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 3.55 /B= .14 /H= .40 /BCs= .85 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.81 PMin= 1.52 Inicio= .00 Compr= 3.55
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 2.1 tf* m | M.[+] Max= 2.2 tf* m - Abcis.= 147 | M.[-] = 1.9 tf* m
[tf,cm]| As = 2.09 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .7 | As = 1.85 -SRAS- [ 3 B 10.0mm]
| AsL= .00 ------ x/d = .15 | As = 2.05 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .13
| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50
| | Fle.Adm.= 1.2 |
[tf,cm]| Bit.Fiss.= 1.4 M[-]Min= 168.2 | Bit.Fiss.= 1.4 M[+]Min= 100.3 | Bit.Fiss.= 1.3 M[-]Min= 138.4
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 336. 5.40 21.87 2 45. 1.3 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 336. .01 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .26
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 3.850 2.417 .19 .00 0 P11 .00 .00 11 0 0 0 0 0
2 3.807 2.373 .19 .00 0 P12 .00 .00 12 0 0 0 0 0
==================================================================================================================================
Viga= 206 V206 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 3.55 /B= .14 /H= .40 /BCs= .85 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.80 PMin= 1.52 Inicio= .00 Compr= 3.55
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 2.1 tf* m | M.[+] Max= 2.2 tf* m - Abcis.= 236 | M.[-] = 2.0 tf* m
[tf,cm]| As = 2.02 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .7 | As = 1.90 -SRAS- [ 3 B 10.0mm]
| AsL= .00 ------ x/d = .15 | As = 2.08 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .14
| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50
| | Fle.Adm.= 1.2 |
[tf,cm]| Bit.Fiss.= 1.4 M[-]Min= 168.2 | Bit.Fiss.= 1.4 M[+]Min= 100.3 | Bit.Fiss.= 1.3 M[-]Min= 168.2
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 336. 5.45 21.87 2 45. 1.4 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 336. .01 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .26
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 3.891 2.457 .19 .00 0 P15 .00 .00 15 0 0 0 0 0
2 3.747 2.312 .19 .00 0 P16 .00 .00 16 0 0 0 0 0
==================================================================================================================================
Viga= 207 V207 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 2.75 /B= .14 /H= .40 /BCs= .55 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .77 PMin= .54 Inicio= .00 Compr= 1.45
2- Parc.Dist.PMax= .48 PMin= .33 Inicio= 1.45 Compr= 1.30
3- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 2.75
4- Reac.Ind. PMax= 1.11 PMin= .13 Aplic.= 1.45 Bw Ap= .14 D.Ver= .40 Viga= 223 Apoio= 3
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 1.7 tf* m | M.[+] Max= 1.1 tf* m - Abcis.= 91 | M.[-] = 1.9 tf* m
[tf,cm]| As = 1.67 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .3 | As = 1.85 -SRAS- [ 3 B 10.0mm]
| AsL= .00 ------ x/d = .12 | As = 1.36 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .13
| Grampos Esq.= 1B 6.3mm x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= .6 | x/dMx= .50
| | Fle.Adm.= .9 |
[tf,cm]| Bit.Fiss.= 1.1 M[-]Min= 163.2 | Bit.Fiss.= 1.6 M[+]Min= 94.2 | Bit.Fiss.= 1.3 M[-]Min= 173.7
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 256. 3.93 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .7
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 256. .05 .66 5 5.1 5.1 31.1 .3 1.1 .0 .2 .24
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 3 /L= 3.20 /B= .14 /H= .40 /BCs= .52 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.02 PMin= .88 Inicio= .00 Compr= 3.20
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 1.6 tf* m | M.[+] Max= .4 tf* m - Abcis.= 213 | M.[-] = 1.5 tf* m
[tf,cm]| As = 1.59 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .2 | As = 1.59 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .12 | As = 1.30 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .12
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= 1.1 |
[tf,cm]| Bit.Fiss.= 1.1 M[-]Min= 167.2 | Bit.Fiss.= 9.8 M[+]Min= 93.4 | Bit.Fiss.= 1.0 M[-]Min= 167.2
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 301. 2.79 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 4 /L= 2.75 /B= .14 /H= .40 /BCs= .55 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .48 PMin= .33 Inicio= .00 Compr= 1.25
2- Parc.Dist.PMax= .77 PMin= .54 Inicio= 1.25 Compr= 1.50
3- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 2.75
4- Reac.Ind. PMax= 1.11 PMin= .12 Aplic.= 1.25 Bw Ap= .14 D.Ver= .40 Viga= 226 Apoio= 3
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 2.0 tf* m | M.[+] Max= 1.2 tf* m - Abcis.= 206 | M.[-] = 1.5 tf* m
[tf,cm]| As = 2.00 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .3 | As = 1.58 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .14 | As = 1.36 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .11
| x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= .7 | Grampos Dir.= 1B 6.3mm x/dMx= .50
| | Fle.Adm.= .9 |
[tf,cm]| Bit.Fiss.= 1.4 M[-]Min= 173.7 | Bit.Fiss.= 1.4 M[+]Min= 94.2 | Bit.Fiss.= 1.0 M[-]Min= 163.2
47
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 256. 4.16 21.87 2 45. .2 1.4 1.4 4.2 17.5 2 .0 .7
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 256. .04 .66 5 5.1 5.1 31.1 .3 1.1 .0 .2 .25
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 2.702 1.109 .19 .00 0 P12 .00 .00 12 0 0 0 0 0
2 4.042 3.257 .19 .00 0 P13 .00 .00 13 0 0 0 0 0
3 4.143 3.300 .19 .00 0 P14 .00 .00 14 0 0 0 0 0
4 2.559 1.012 .19 .00 0 P15 .00 .00 15 0 0 0 0 0
==================================================================================================================================
Viga= 208 V208 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 3.20 /B= .14 /H= .40 /BCs= .46 /BCi= .00 /TpS= 8 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .73 PMin= .69 Inicio= .00 Compr= 3.20
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = .2 tf* m | M.[+] Max= .9 tf* m - Abcis.= 160 | M.[-] = .2 tf* m
[tf,cm]| As = .90 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .4 | As = .90 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .06 | As = 1.22 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .06
| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50
| | Fle.Adm.= 1.1 |
[tf,cm]| Bit.Fiss.= 14.1 M[-]Min= 85.0 | Bit.Fiss.= 1.8 M[+]Min= 91.2 | Bit.Fiss.= 17.5 M[-]Min= 85.0
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 306. 1.76 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 1.253 1.062 .14 .00 2 V224 .00 .00 0 0 0 0 0 0
2 1.239 1.049 .14 .00 2 V225 .00 .00 0 0 0 0 0 0
==================================================================================================================================
Viga= 209 V209 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 5.03 /B= .14 /H= .40 /BCs= 1.15 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.55 PMin= 1.27 Inicio= .00 Compr= 5.02
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 2.9 tf* m | M.[+] Max= 3.4 tf* m - Abcis.= 293 | M.[-] = 2.8 tf* m
[tf,cm]| As = 2.96 -SRAS- [ 4 B 10.0mm] | AsL= .00 ------ Flecha= 1.5 | As = 2.82 -SRAS- [ 4 B 10.0mm]
| AsL= .00 ------ x/d = .22 | As = 3.21 -STAS- [ 4 B 10.0mm ] | AsL= .00 ------ x/d = .21
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= 1.7 |
[tf,cm]| Bit.Fiss.= 1.9 M[-]Min= 163.4 | Bit.Fiss.= 2.0 M[+]Min= 104.3 | Bit.Fiss.= 1.8 M[-]Min= 163.4
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 484. 6.05 21.87 2 45. 1.9 1.4 1.9 5.0 20.0 2 .0 .0
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 4.314 3.223 .19 .00 0 P17 .00 .00 17 0 0 0 0 0
2 4.268 3.177 .19 .00 0 P18 .00 .00 18 0 0 0 0 0
==================================================================================================================================
Viga= 210 V210 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 5.03 /B= .14 /H= .40 /BCs= 1.15 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.54 PMin= 1.26 Inicio= .00 Compr= 5.02
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 2.9 tf* m | M.[+] Max= 3.4 tf* m - Abcis.= 293 | M.[-] = 2.8 tf* m
[tf,cm]| As = 2.99 -SRAS- [ 4 B 10.0mm] | AsL= .00 ------ Flecha= 1.5 | As = 2.81 -SRAS- [ 4 B 10.0mm]
| AsL= .00 ------ x/d = .22 | As = 3.21 -STAS- [ 4 B 10.0mm ] | AsL= .00 ------ x/d = .21
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= 1.7 |
[tf,cm]| Bit.Fiss.= 1.9 M[-]Min= 163.4 | Bit.Fiss.= 2.0 M[+]Min= 104.3 | Bit.Fiss.= 1.8 M[-]Min= 163.4
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 484. 6.06 21.87 2 45. 1.9 1.4 1.9 5.0 20.0 2 .0 .0
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 4.320 3.229 .19 .00 0 P19 .00 .00 19 0 0 0 0 0
2 4.258 3.166 .19 .00 0 P20 .00 .00 20 0 0 0 0 0
==================================================================================================================================
Viga= 211 V211 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 2.75 /B= .14 /H= .40 /BCs= .69 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .77 PMin= .54 Inicio= .00 Compr= 1.45
2- Parc.Dist.PMax= .48 PMin= .33 Inicio= 1.45 Compr= 1.30
3- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 2.75
4- Reac.Ind. PMax= 1.20 PMin= .28 Aplic.= 1.45 Bw Ap= .14 D.Ver= .40 Viga= 223 Apoio= 1
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 1.9 tf* m | M.[+] Max= 1.4 tf* m - Abcis.= 206 | M.[-] = 1.8 tf* m
[tf,cm]| As = 1.87 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .4 | As = 1.74 -SRAS- [ 3 B 10.0mm]
| AsL= .00 ------ x/d = .13 | As = 1.53 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .12
| Grampos Esq.= 1B 6.3mm x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= .7 | Grampos Dir.= 1B 6.3mm x/dMx= .50
| | Fle.Adm.= .9 |
[tf,cm]| Bit.Fiss.= 1.3 M[-]Min= 163.2 | Bit.Fiss.= 1.2 M[+]Min= 97.7 | Bit.Fiss.= 1.2 M[-]Min= 163.2
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 256. 4.52 21.87 2 45. .6 1.4 1.5 4.2 17.5 2 .0 .8
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 256. .05 .66 5 5.1 5.1 31.1 .4 1.1 .0 .2 .29
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 3.226 1.197 .19 .00 0 P22 .00 .00 22 0 0 0 0 0
2 2.866 .821 .19 .00 0 P23 .00 .00 23 0 0 0 0 0
==================================================================================================================================
Viga= 212 V212 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
48
Vao= 2 /L= 3.20 /B= .14 /H= .40 /BCs= .00 /BCi= .00 /TpS= 1 /Esp.LS= .00 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 3.20
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 1.6 tf* m | M.[+] Max= 1.0 tf* m - Abcis.= 293 | M.[-] = 1.4 tf* m
[tf,cm]| As = 1.50 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .6 | As = 1.37 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .11 | As = .91 -SRAS- [ 2 B 8.0mm ] | AsL= .00 ------ x/d = .10
| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50
| | Fle.Adm.= 1.1 |
[tf,cm]| Bit.Fiss.= 1.1 M[-]Min= 70.4 | Bit.Fiss.= 1.0 M[+]Min= 70.4 | Bit.Fiss.= 1.0 M[-]Min= 70.4
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 301. 2.47 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 1.764 .270 .19 .00 0 P23 .00 .00 23 0 0 0 0 0
2 1.682 .188 .19 .00 0 P24 .00 .00 24 0 0 0 0 0
==================================================================================================================================
Viga= 213 V213 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 2.75 /B= .14 /H= .40 /BCs= .69 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .48 PMin= .33 Inicio= .00 Compr= 1.25
2- Parc.Dist.PMax= .77 PMin= .54 Inicio= 1.25 Compr= 1.50
3- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 2.75
4- Reac.Ind. PMax= 1.19 PMin= .26 Aplic.= 1.25 Bw Ap= .14 D.Ver= .40 Viga= 226 Apoio= 1
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 1.9 tf* m | M.[+] Max= 1.4 tf* m - Abcis.= 137 | M.[-] = 1.7 tf* m
[tf,cm]| As = 1.92 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .4 | As = 1.70 -SRAS- [ 3 B 10.0mm]
| AsL= .00 ------ x/d = .14 | As = 1.53 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .12
| Grampos Esq.= 1B 6.3mm x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= .7 | Grampos Dir.= 1B 6.3mm x/dMx= .50
| | Fle.Adm.= .9 |
[tf,cm]| Bit.Fiss.= 1.3 M[-]Min= 163.2 | Bit.Fiss.= 1.3 M[+]Min= 97.7 | Bit.Fiss.= 1.2 M[-]Min= 141.6
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 256. 4.29 21.87 2 45. .4 1.4 1.5 4.2 17.5 2 .0 .8
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 256. .05 .66 5 5.1 5.1 31.1 .4 1.1 .0 .2 .27
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 3.030 .927 .19 .00 0 P24 .00 .00 24 0 0 0 0 0
2 3.065 1.083 .19 .00 0 P25 .00 .00 25 0 0 0 0 0
==================================================================================================================================
Viga= 214 V214 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 3.55 /B= .14 /H= .40 /BCs= .85 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.80 PMin= 1.52 Inicio= .00 Compr= 3.55
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 2.2 tf* m | M.[+] Max= 2.2 tf* m - Abcis.= 147 | M.[-] = 2.0 tf* m
[tf,cm]| As = 2.16 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .7 | As = 1.92 -SRAS- [ 3 B 10.0mm]
| AsL= .00 ------ x/d = .16 | As = 2.04 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .14
| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50
| | Fle.Adm.= 1.2 |
[tf,cm]| Bit.Fiss.= 1.5 M[-]Min= 168.2 | Bit.Fiss.= 1.4 M[+]Min= 100.3 | Bit.Fiss.= 1.3 M[-]Min= 168.2
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 336. 5.43 21.87 2 45. 1.3 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 336. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .25
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 3.870 2.375 .19 .00 0 P21 .00 .00 21 0 0 0 0 0
2 3.828 2.333 .19 .00 0 P22 .00 .00 22 0 0 0 0 0
==================================================================================================================================
Viga= 215 V215 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 3.55 /B= .14 /H= .40 /BCs= .85 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.81 PMin= 1.52 Inicio= .00 Compr= 3.55
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 2.1 tf* m | M.[+] Max= 2.3 tf* m - Abcis.= 236 | M.[-] = 2.0 tf* m
[tf,cm]| As = 2.08 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .7 | As = 1.98 -SRAS- [ 3 B 10.0mm]
| AsL= .00 ------ x/d = .15 | As = 2.09 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .14
| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50
| | Fle.Adm.= 1.2 |
[tf,cm]| Bit.Fiss.= 1.4 M[-]Min= 168.2 | Bit.Fiss.= 1.4 M[+]Min= 100.3 | Bit.Fiss.= 1.4 M[-]Min= 168.2
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 336. 5.51 21.87 2 45. 1.4 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 336. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .26
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 3.928 2.433 .19 .00 0 P25 .00 .00 25 0 0 0 0 0
2 3.784 2.289 .19 .00 0 P26 .00 .00 26 0 0 0 0 0
==================================================================================================================================
Viga= 216 V216 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 3.20 /B= .14 /H= .40 /BCs= .46 /BCi= .00 /TpS= 5 /Esp.LS= .11 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.00 PMin= .92 Inicio= .00 Compr= 3.20
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = .3 tf* m | M.[+] Max= 1.3 tf* m - Abcis.= 160 | M.[-] = .3 tf* m
[tf,cm]| As = .93 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .5 | As = .93 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .06 | As = 1.37 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .06
| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50
49
| | Fle.Adm.= 1.1 |
[tf,cm]| Bit.Fiss.= 7.4 M[-]Min= 87.5 | Bit.Fiss.= 1.2 M[+]Min= 91.1 | Bit.Fiss.= 8.4 M[-]Min= 87.5
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 306. 2.36 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 1.685 1.488 .14 .00 2 V224 .00 .00 0 0 0 0 0 0
2 1.674 1.478 .14 .00 2 V225 .00 .00 0 0 0 0 0 0
==================================================================================================================================
Viga= 217 V217 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 3.55 /B= .14 /H= .40 /BCs= .67 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.79 PMin= 1.52 Inicio= .00 Compr= 3.55
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = .1 tf* m | M.[+] Max= 2.2 tf* m - Abcis.= 147 | M.[-] = 1.4 tf* m
[tf,cm]| As = 1.02 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .7 | As = 2.03 -SRAS- [ 3 B 10.0mm]
| AsL= .00 ------ x/d = .07 | As = 2.05 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .15
| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= 1.2 |
[tf,cm]| Bit.Fiss.= 31.2 M[-]Min= 105.9 | Bit.Fiss.= 1.4 M[+]Min= 97.0 | Bit.Fiss.= 1.0 M[-]Min= 208.8
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 341. 4.97 21.87 2 45. .9 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 341. .02 .66 5 5.1 5.1 31.1 .2 .0 .0 .0 .26
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 3 /L= 2.75 /B= .14 /H= .40 /BCs= .55 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.25 PMin= 1.06 Inicio= .00 Compr= 2.75
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 1.4 tf* m | M.[+] Max= .7 tf* m - Abcis.= 160 | M.[-] = .2 tf* m
[tf,cm]| As = 1.76 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = .98 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .13 | As = 1.46 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .07
| x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50
| | Fle.Adm.= .9 |
[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 181.9 | Bit.Fiss.= 5.2 M[+]Min= 94.1 | Bit.Fiss.= 25.3 M[-]Min= 98.2
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 261. 3.10 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 261. .01 .66 5 5.1 5.1 31.1 .1 .0 .0 .0 .16
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 2.844 2.715 .14 .00 2 V220 .00 .00 0 0 0 0 0 0
2 5.751 5.435 .14 .00 2 V221 .00 .00 0 0 0 0 0 0
3 1.346 1.169 .14 .00 2 V224 .00 .00 0 0 0 0 0 0
==================================================================================================================================
Viga= 218 V218 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 2.75 /B= .14 /H= .40 /BCs= .55 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.25 PMin= 1.06 Inicio= .00 Compr= 2.75
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = .2 tf* m | M.[+] Max= .6 tf* m - Abcis.= 114 | M.[-] = 1.4 tf* m
[tf,cm]| As = .98 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = 1.76 -SRAS- [ 3 B 10.0mm]
| AsL= .00 ------ x/d = .07 | As = 1.46 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .13
| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= .9 |
[tf,cm]| Bit.Fiss.= 22.9 M[-]Min= 98.2 | Bit.Fiss.= 6.6 M[+]Min= 94.1 | Bit.Fiss.= 1.0 M[-]Min= 181.9
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 261. 3.08 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 261. .01 .66 5 5.1 5.1 31.1 .1 .0 .0 .0 .16
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 3 /L= 3.55 /B= .14 /H= .40 /BCs= .67 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.79 PMin= 1.52 Inicio= .00 Compr= 3.55
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 1.4 tf* m | M.[+] Max= 2.2 tf* m - Abcis.= 207 | M.[-] = .1 tf* m
[tf,cm]| As = 2.03 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .7 | As = 1.02 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .15 | As = 2.06 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .07
| x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50
| | Fle.Adm.= 1.2 |
[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 208.8 | Bit.Fiss.= 1.4 M[+]Min= 97.0 | Bit.Fiss.= 35.0 M[-]Min= 105.9
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 341. 4.98 21.87 2 45. .9 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 341. .02 .66 5 5.1 5.1 31.1 .2 .0 .0 .0 .26
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 1.352 1.178 .14 .00 2 V225 .00 .00 0 0 0 0 0 0
2 5.743 5.433 .14 .00 2 V227 .00 .00 0 0 0 0 0 0
3 2.843 2.714 .14 .00 2 V229 .00 .00 0 0 0 0 0 0
==================================================================================================================================
Viga= 219 V219 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 2.77 /B= .14 /H= .40 /BCs= .35 /BCi= .00 /TpS= 8 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .88 PMin= .80 Inicio= .00 Compr= 2.76
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 5.8 tf* m | M.[+] Max= 4.3 tf* m - Abcis.= 0 | M.[-] = 2.8 tf* m
[tf,cm]| As = 7.65 -SRAD- [ 4 B 16.0mm] | AsL= .00 ------ Flecha= .5 | As = 2.85 -SRAS- [ 4 B 10.0mm]
50
| AsL= 1.75 ------ x/d = .50 | As = 4.11 -STAS- [ 2 B 16.0mm ] | AsL= .00 ------ x/d = .21
| x/dMx= .50 | | x/dMx= .50
| ***AsL Compr.*** | Fle.Adm.= .9 |
| % Baric.Armad.= 15 *** | % Baric.Armad.= 1 | % Baric.Armad.= 5
[tf,cm]| Bit.Fiss.= 3.8 M[-]Min= 130.6 | Bit.Fiss.= 2.4 M[+]Min= 86.6 | Bit.Fiss.= 1.8 M[-]Min= 130.6
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 255. 5.58 21.87 2 45. 1.5 1.4 1.5 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 255. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .26
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 3 /L= 2.75 /B= .14 /H= .40 /BCs= .47 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.13 PMin= .97 Inicio= .00 Compr= 2.75
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = .9 tf* m | M.[+] Max= .8 tf* m - Abcis.= 137 | M.[-] = 1.3 tf* m
[tf,cm]| As = 1.47 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .2 | As = 1.47 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .11 | As = 1.24 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .11
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= .9 |
[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 154.7 | Bit.Fiss.= 2.5 M[+]Min= 91.6 | Bit.Fiss.= 1.0 M[-]Min= 154.7
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 256. 2.37 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 256. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .11
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 4 /L= 3.20 /B= .14 /H= .40 /BCs= .33 /BCi= .00 /TpS= 8 /Esp.LS= .11 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.01 PMin= .92 Inicio= .00 Compr= 3.20
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 1.8 tf* m | M.[+] Max= .6 tf* m - Abcis.= 213 | M.[-] = 1.7 tf* m
[tf,cm]| As = 1.70 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .3 | As = 1.58 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .12 | As = 1.16 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .11
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= 1.1 |
[tf,cm]| Bit.Fiss.= 1.2 M[-]Min= 128.3 | Bit.Fiss.= 3.4 M[+]Min= 85.8 | Bit.Fiss.= 1.1 M[-]Min= 128.3
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 301. 3.04 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 5 /L= 2.75 /B= .14 /H= .40 /BCs= .47 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.13 PMin= .97 Inicio= .00 Compr= 2.75
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 1.4 tf* m | M.[+] Max= .8 tf* m - Abcis.= 137 | M.[-] = .9 tf* m
[tf,cm]| As = 1.47 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .2 | As = 1.47 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .11 | As = 1.24 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .11
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= .9 |
[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 154.7 | Bit.Fiss.= 2.8 M[+]Min= 91.6 | Bit.Fiss.= 1.0 M[-]Min= 154.7
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 256. 2.41 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 256. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .12
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 6 /L= 2.77 /B= .14 /H= .40 /BCs= .35 /BCi= .00 /TpS= 8 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .89 PMin= .80 Inicio= .00 Compr= 2.76
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 3.0 tf* m | M.[+] Max= 4.7 tf* m - Abcis.= 276 | M.[-] = 5.4 tf* m
[tf,cm]| As = 3.12 -SRAS- [ 4 B 10.0mm] | AsL= .00 ------ Flecha= .5 | As = 7.11 -SRAD- [ 4 B 16.0mm]
| AsL= .00 ------ x/d = .23 | As = 4.73 -STAS- [ 4 B 12.5mm ] | AsL= 1.21 ------ x/d = .50
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= .9 | ***AsL Compr.***
| % Baric.Armad.= 5 | % Baric.Armad.= 5 | % Baric.Armad.= 15 ***
[tf,cm]| Bit.Fiss.= 2.0 M[-]Min= 130.6 | Bit.Fiss.= 2.6 M[+]Min= 86.6 | Bit.Fiss.= 3.5 M[-]Min= 130.6
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 255. 5.61 21.87 2 45. 1.5 1.4 1.5 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 255. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .26
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 3.983 -1.364 1.00 .38 0 P27 .00 .00 27 0 0 0 0 0
2 5.108 -.012 .19 .00 0 P28 .00 .00 28 0 0 0 0 0
3 3.618 2.730 .19 .00 0 P29 .00 .00 29 0 0 0 0 0
4 3.584 2.693 .19 .00 0 P30 .00 .00 30 0 0 0 0 0
5 5.323 .198 .19 .00 0 P31 .00 .00 31 0 0 0 0 0
6 3.749 -1.602 1.00 .38 0 P32 .00 .00 32 0 0 0 0 0
==================================================================================================================================
Viga= 220 V220 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 5.03 /B= .14 /H= .40 /BCs= .52 /BCi= .00 /TpS= 5 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .22 PMin= .15 Inicio= .00 Compr= 2.48
2- Parc.Dist.PMax= .35 PMin= .29 Inicio= 2.48 Compr= 2.55
3- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 5.03
4- Reac.Ind. PMax= 2.84 PMin= 2.71 Aplic.= 2.48 Bw Ap= .14 D.Ver= .40 Viga= 217 Apoio= 1
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 2.0 tf* m | M.[+] Max= 3.3 tf* m - Abcis.= 257 | M.[-] = 4.8 tf* m
[tf,cm]| As = 1.94 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= 1.3 | As = 6.07 -SRAS- [ 3 B 16.0mm]
| AsL= .00 ------ x/d = .14 | As = 3.26 -STAS- [ 3 B 12.5mm ] | AsL= .00 ------ x/d = .48
| x/dMx= .50 | Arm.Lat.=[2 X 2 B 5.0mm] - LN= 2.2 | x/dMx= .50
| | Fle.Adm.= 1.7 |
| % Baric.Armad.= 3 | % Baric.Armad.= 4 | % Baric.Armad.= 11 ***
[tf,cm]| Bit.Fiss.= 1.3 M[-]Min= 121.0 | Bit.Fiss.= 2.0 M[+]Min= 93.1 | Bit.Fiss.= 3.1 M[-]Min= 173.5
51
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 213. 4.49 21.87 2 45. .5 1.4 2.1 6.3 20.0 2 .0 .0
213.- 264. 3.09 21.87 2 45. .0 1.4 3.4 6.3 17.5 2 .0 1.8
264.- 372. 4.54 21.87 2 45. .6 1.4 1.8 6.3 20.0 2 .0 .0
372.- 481. 6.23 21.87 2 45. 2.0 1.4 3.3 6.3 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 213. .11 .66 5 5.1 5.1 31.1 .8 1.1 .0 .3 .37
213.- 264. .11 .66 5 5.1 5.1 31.1 .8 1.1 .0 .2 .30
264.- 372. .09 .66 5 5.1 5.1 31.1 .6 1.1 .0 .2 .34
372.- 481. .09 .66 5 5.1 5.1 31.1 .6 1.1 .0 .2 .42
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 3 /L= 2.33 /B= .14 /H= .40 /BCs= .28 /BCi= .00 /TpS= 5 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .79 PMin= .74 Inicio= .00 Compr= 2.33
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 2.7 tf* m | M.[+] Max= 1.5 tf* m - Abcis.= 259 | M.[-] = 1.0 tf* m
[tf,cm]| As = 2.85 -SRAS- [ 2 B 16.0mm] | AsL= .00 ------ Flecha= .2 | As = 1.05 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .22 | As = 1.38 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .08
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= .8 |
[tf,cm]| Bit.Fiss.= 1.8 M[-]Min= 112.1 | Bit.Fiss.= 1.0 M[+]Min= 82.8 | Bit.Fiss.= 1.0 M[-]Min= 112.1
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 209. 3.83 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 209. .01 .66 5 5.1 5.1 31.1 .1 .0 .0 .0 .19
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 4 /L= 2.43 /B= .14 /H= .40 /BCs= .29 /BCi= .00 /TpS= 5 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .79 PMin= .74 Inicio= .00 Compr= 2.43
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 1.4 tf* m | M.[+] Max= .9 tf* m - Abcis.= 0 | M.[-] = 2.0 tf* m
[tf,cm]| As = 1.37 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .2 | As = 1.91 -SRAS- [ 2 B 12.5mm]
| AsL= .00 ------ x/d = .10 | As = 1.06 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .14
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= .8 |
[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 113.8 | Bit.Fiss.= 1.4 M[+]Min= 83.2 | Bit.Fiss.= 1.3 M[-]Min= 113.8
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 219. 3.01 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 219. .01 .66 5 5.1 5.1 31.1 .1 .0 .0 .0 .15
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 5 /L= 4.64 /B= .14 /H= .40 /BCs= .49 /BCi= .00 /TpS= 5 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .29 PMin= .29 Inicio= .00 Compr= 2.45
2- Parc.Dist.PMax= .15 PMin= .15 Inicio= 2.45 Compr= 2.19
3- Parc.Dist.PMax= .67 PMin= .61 Inicio= .00 Compr= 4.64
4- Reac.Ind. PMax= 2.95 PMin= 2.81 Aplic.= 2.45 Bw Ap= .14 D.Ver= .40 Viga= 202 Apoio= 1
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 4.1 tf* m | M.[+] Max= 2.5 tf* m - Abcis.= 238 | M.[-] = 3.8 tf* m
[tf,cm]| As = 4.57 -SRAS- [ 4 B 12.5mm] | AsL= .00 ------ Flecha= 1.1 | As = 4.13 -SRAS- [ 2 B 16.0mm]
| AsL= .00 ------ x/d = .34 | As = 2.38 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .31
| x/dMx= .50 | Arm.Lat.=[2 X 2 B 5.0mm] - LN= 1.7 | x/dMx= .50
| | Fle.Adm.= 1.5 |
[tf,cm]| Bit.Fiss.= 2.6 M[-]Min= 166.6 | Bit.Fiss.= 1.6 M[+]Min= 92.2 | Bit.Fiss.= 2.4 M[-]Min= 138.9
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 208. 5.62 21.87 2 45. 1.5 1.4 3.1 6.3 20.0 2 .0 .0
208.- 258. 2.62 21.87 2 45. .0 1.4 3.8 6.3 15.0 2 .0 1.9
258.- 440. 5.30 21.87 2 45. 1.2 1.4 3.1 6.3 20.0 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 208. .11 .66 5 5.1 5.1 31.1 .8 1.1 .0 .2 .42
208.- 258. .13 .66 5 5.1 5.1 31.1 .9 1.1 .0 .3 .32
258.- 440. .13 .66 5 5.1 5.1 31.1 .9 1.1 .0 .3 .44
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 3.201 2.819 .19 .00 0 P27 .00 .00 27 0 0 0 0 0
2 6.661 4.952 .50 .13 0 P21 .00 .00 21 0 0 0 0 0
3 1.064 .806 .50 .13 0 P17 .00 .00 17 0 0 0 0 0
4 5.295 4.139 .50 .13 0 P11 .00 .00 11 0 0 0 0 0
5 3.783 2.984 .50 .13 0 P1 .00 .00 1 0 0 0 0 0
==================================================================================================================================
Viga= 221 V221 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 1 /L= .89 /B= .14 /H= .40 /BCs= .32 /BCi= .00 /TpS= 5 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .01 PMin= .01 Inicio= .63 Compr= .26
2- Parc.Dist.PMax= .69 PMin= .66 Inicio= .00 Compr= .63
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO | M[-]= .90 tf* m | As = 1.17 -SRAS- [ 2 B 10.0mm] | Flecha = .0
BAL.ESQ | x/d = .09 | AsL= .00 - | Flecha Adm.= .6
[tf,cm] | M[-]Min= 117.3 - x/dMx =1.00 | Bit.de Fiss.= 35.6 | % Baric.Armad.=12 ****
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 51. .60 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 4.94 /B= .14 /H= .40 /BCs= .88 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.15 PMin= .95 Inicio= .00 Compr= 4.94
2- Reac.Ind. PMax= 5.75 PMin= 5.44 Aplic.= 2.19 Bw Ap= .14 D.Ver= .40 Viga= 217 Apoio= 2
3- Parc.Dist.PMax= .14 PMin= .14 Inicio= .00 Compr= 2.19
4- Parc.Dist.PMax= .45 PMin= .45 Inicio= 2.19 Compr= 2.75
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 7.2 tf* m | M.[+] Max= 5.0 tf* m - Abcis.= 205 | M.[-] = 6.7 tf* m
[tf,cm]| As = 9.06 -SRAD- [ 3 B 20.0mm] | AsL= .00 ------ Flecha= 1.1 | As = 8.40 -SRAD- [ 3 B 20.0mm]
| AsL= 2.89 ------ x/d = .50 | As = 4.81 -STAS- [ 4 B 12.5mm ] | AsL= 2.23 ------ x/d = .50
| x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= 1.9 | x/dMx= .50
52
| ***AsL Compr.*** | Fle.Adm.= 1.6 | ***AsL Compr.***
| % Baric.Armad.= 12 *** | % Baric.Armad.= 5 | % Baric.Armad.= 12 ***
[tf,cm]| Bit.Fiss.= 4.8 M[-]Min= 251.2 | Bit.Fiss.= 2.7 M[+]Min= 100.8 | Bit.Fiss.= 4.4 M[-]Min= 200.4
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 182. 9.84 21.87 2 45. 5.1 1.4 6.4 8.0 15.0 2 .0 .0
182.- 232. 6.43 21.87 2 45. 2.2 1.4 4.9 6.3 12.5 2 .0 3.7
232.- 351. 6.24 21.87 2 45. 2.0 1.4 2.9 6.3 20.0 2 .0 .0
351.- 470. 9.12 21.87 2 45. 4.5 1.4 5.4 6.3 10.0 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 182. .08 .66 5 5.1 5.1 31.1 .6 1.1 .0 .2 .58
182.- 232. .08 .66 5 5.1 5.1 31.1 .6 1.1 .0 .2 .42
232.- 351. .06 .66 5 5.1 5.1 31.1 .5 1.1 .0 .2 .38
351.- 470. .06 .66 5 5.1 5.1 31.1 .4 1.1 .0 .2 .51
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 7.447 6.434 .50 .13 0 P28 .00 .00 28 0 0 0 0 0
2 6.514 5.614 .54 .15 0 P22 .00 .00 22 0 0 0 0 0
==================================================================================================================================
Viga= 222 V222 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 4.94 /B= .14 /H= .40 /BCs= .88 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.16 PMin= .95 Inicio= .00 Compr= 4.94
2- Reac.Ind. PMax= 5.48 PMin= 5.29 Aplic.= 2.75 Bw Ap= .14 D.Ver= .40 Viga= 202 Apoio= 2
3- Parc.Dist.PMax= .45 PMin= .45 Inicio= .00 Compr= 2.75
4- Parc.Dist.PMax= .13 PMin= .13 Inicio= 2.75 Compr= 2.19
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 6.9 tf* m | M.[+] Max= 5.0 tf* m - Abcis.= 288 | M.[-] = 6.5 tf* m
[tf,cm]| As = 8.71 -SRAD- [ 3 B 20.0mm] | AsL= .00 ------ Flecha= 1.1 | As = 8.24 -SRAD- [ 3 B 20.0mm]
| AsL= 2.54 ------ x/d = .50 | As = 4.84 -STAS- [ 4 B 12.5mm ] | AsL= 2.07 ------ x/d = .50
| x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= 2.0 | x/dMx= .50
| ***AsL Compr.*** | Fle.Adm.= 1.6 | ***AsL Compr.***
| % Baric.Armad.= 12 *** | % Baric.Armad.= 5 | % Baric.Armad.= 12 ***
[tf,cm]| Bit.Fiss.= 4.6 M[-]Min= 200.4 | Bit.Fiss.= 2.7 M[+]Min= 100.8 | Bit.Fiss.= 4.3 M[-]Min= 251.2
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 119. 9.27 21.87 2 45. 4.7 1.4 5.4 6.3 10.0 2 .0 .0
119.- 238. 6.38 21.87 2 45. 2.2 1.4 3.0 6.3 20.0 2 .0 .0
238.- 288. 5.94 21.87 2 45. 1.8 1.4 4.6 6.3 12.5 2 .0 3.5
288.- 470. 9.34 21.87 2 45. 4.7 1.4 5.8 6.3 10.0 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 119. .05 .66 5 5.1 5.1 31.1 .4 1.1 .0 .2 .51
119.- 238. .06 .66 5 5.1 5.1 31.1 .4 1.1 .0 .2 .38
238.- 288. .08 .66 5 5.1 5.1 31.1 .6 1.1 .0 .2 .39
288.- 470. .08 .66 5 5.1 5.1 31.1 .6 1.1 .0 .2 .54
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 3 /L= .89 /B= .14 /H= .40 /BCs= .32 /BCi= .00 /TpS= 5 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .01 PMin= .01 Inicio= .00 Compr= .26
2- Parc.Dist.PMax= .70 PMin= .67 Inicio= .26 Compr= .63
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO | M[-]= .90 tf* m | As = 1.17 -SRAS- [ 2 B 10.0mm] | Flecha = .0
BAL.DIR | x/d = .09 | AsL= .00 - | Flecha Adm.= .6
[tf,cm] | M[-]Min= 117.3 - x/dMx =1.00 | Bit.de Fiss.= 34.5 | % Baric.Armad.=12 ****
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 51. .61 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 6.613 5.674 .54 .15 0 P12 .00 .00 12 0 0 0 0 0
2 7.105 6.184 .50 .13 0 P2 .00 .00 2 0 0 0 0 0
==================================================================================================================================
Viga= 223 V223 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 2.04 /B= .14 /H= .40 /BCs= .45 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.14 PMin= .97 Inicio= .00 Compr= 2.04
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = .1 tf* m | M.[+] Max= .6 tf* m - Abcis.= 108 | M.[-] = 1.7 tf* m
[tf,cm]| As = .96 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = 1.69 -SRAS- [ 3 B 10.0mm]
| AsL= .00 ------ x/d = .06 | As = 1.25 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .12
| Grampos Esq.= 1B 6.3mm x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= .7 | x/dMx= .50
| | Fle.Adm.= .7 |
[tf,cm]| Bit.Fiss.= 50.0 M[-]Min= 90.1 | Bit.Fiss.= 4.4 M[+]Min= 90.7 | Bit.Fiss.= 1.1 M[-]Min= 149.2
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 186. 2.81 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 186. .10 .66 5 5.1 5.1 31.1 .7 1.1 .0 .2 .28
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 3 /L= 2.04 /B= .14 /H= .40 /BCs= .45 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.14 PMin= .97 Inicio= .00 Compr= 2.04
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 2.0 tf* m | M.[+] Max= .5 tf* m - Abcis.= 108 | M.[-] = .1 tf* m
[tf,cm]| As = 1.99 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = .96 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .14 | As = 1.24 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .06
| x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= .7 | Grampos Dir.= 1B 6.3mm x/dMx= .50
| | Fle.Adm.= .7 |
[tf,cm]| Bit.Fiss.= 1.3 M[-]Min= 149.2 | Bit.Fiss.= 6.0 M[+]Min= 90.7 | Bit.Fiss.= 50.0 M[-]Min= 90.1
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 186. 3.01 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 186. .10 .66 5 5.1 5.1 31.1 .7 1.1 .0 .2 .29
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 1.199 .276 .14 .00 2 V211 .00 .00 0 0 0 0 0 0
2 3.262 3.117 .50 .13 0 P18 .00 .00 18 0 0 0 0 0
3 1.112 .133 .14 .00 2 V207 .00 .00 0 0 0 0 0 0
==================================================================================================================================
53
Viga= 224 V224 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 1 /L= .85 /B= .14 /H= .50 /BCs= .31 /BCi= .00 /TpS= 8 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .25 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .01 PMin= .01 Inicio= .66 Compr= .20
2- Parc.Dist.PMax= .70 PMin= .69 Inicio= .00 Compr= .66
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO | M[-]= 1.40 tf* m | As = 1.26 -SRAS- [ 2 B 10.0mm] | Flecha = .0
BAL.ESQ | x/d = .07 | AsL= .00 - | Flecha Adm.= .6
[tf,cm] | M[-]Min= 172.3 - x/dMx =1.00 | Bit.de Fiss.= 50.0 | % Baric.Armad.= 4
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 51. .65 27.95 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 5.00 /B= .14 /H= .50 /BCs= .44 /BCi= .00 /TpS= 8 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .25 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.16 PMin= .82 Inicio= .00 Compr= 2.22
2- Parc.Dist.PMax= 1.23 PMin= .87 Inicio= 2.22 Compr= 1.95
3- Parc.Dist.PMax= .37 PMin= .26 Inicio= 4.17 Compr= .83
4- Parc.Dist.PMax= .65 PMin= .64 Inicio= .00 Compr= 5.00
5- Reac.Ind. PMax= 1.35 PMin= 1.17 Aplic.= 2.22 Bw Ap= .14 D.Ver= .40 Viga= 217 Apoio= 3
6- Reac.Ind. PMax= 1.69 PMin= 1.49 Aplic.= 4.17 Bw Ap= .14 D.Ver= .40 Viga= 216 Apoio= 1
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 5.9 tf* m | M.[+] Max= 3.2 tf* m - Abcis.= 222 | M.[-] = 6.9 tf* m
[tf,cm]| As = 4.95 -SRAS- [ 4 B 12.5mm] | AsL= .00 ------ Flecha= 1.2 | As = 6.04 -SRAS- [ 2 B 20.0mm]
| AsL= .00 ------ x/d = .28 | As = 2.40 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .35
| x/dMx= .50 | Arm.Lat.=[2 X 3 B 6.3mm] - LN= 1.9 | x/dMx= .50
| | Fle.Adm.= 1.7 |
[tf,cm]| Bit.Fiss.= 2.4 M[-]Min= 230.6 | Bit.Fiss.= 1.3 M[+]Min= 141.3 | Bit.Fiss.= 2.7 M[-]Min= 230.6
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 157. 8.28 27.95 2 45. 2.2 1.4 3.6 6.3 15.0 2 .0 .0
157.- 313. 4.09 27.95 2 45. .0 1.4 1.4 5.0 25.0 2 .0 .0
313.- 470. 9.49 27.95 2 45. 3.1 1.4 6.3 8.0 15.0 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 157. .13 .87 5 5.1 5.1 41.1 .7 1.1 .0 .3 .44
157.- 313. .13 .87 5 5.1 5.1 41.1 .7 1.1 .0 .3 .29
313.- 470. .30 .87 5 5.1 5.1 41.1 1.6 1.1 .1 .7 .68
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 3 /L= 4.05 /B= .14 /H= .50 /BCs= .38 /BCi= .00 /TpS= 8 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .25 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .16 PMin= .11 Inicio= .00 Compr= 2.88
2- Parc.Dist.PMax= .30 PMin= .20 Inicio= 2.88 Compr= 1.17
3- Parc.Dist.PMax= .65 PMin= .64 Inicio= .00 Compr= 4.05
4- Reac.Ind. PMax= 1.25 PMin= 1.06 Aplic.= 2.88 Bw Ap= .14 D.Ver= .40 Viga= 208 Apoio= 1
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 3.6 tf* m | M.[+] Max= .9 tf* m - Abcis.= 150 | M.[-] = 4.2 tf* m
[tf,cm]| As = 2.95 -SRAS- [ 2 B 20.0mm] | AsL= .00 ------ Flecha= .4 | As = 3.49 -SRAS- [ 2 B 20.0mm]
| AsL= .00 ------ x/d = .17 | As = 1.40 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .20
| x/dMx= .50 | Arm.Lat.=[2 X 2 B 6.3mm] - LN= .9 | x/dMx= .50
| | Fle.Adm.= 1.4 |
[tf,cm]| Bit.Fiss.= 1.5 M[-]Min= 197.4 | Bit.Fiss.= 3.8 M[+]Min= 136.5 | Bit.Fiss.= 1.7 M[-]Min= 197.4
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 250. 3.87 27.95 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
250.- 375. 5.29 27.95 2 45. .2 1.4 2.5 4.2 10.0 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 250. .09 .87 5 5.1 5.1 41.1 .5 1.1 .0 .2 .24
250.- 375. .21 .87 5 5.1 5.1 41.1 1.1 1.1 .1 .5 .43
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 4 /L= 5.00 /B= .14 /H= .50 /BCs= .74 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .25 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .49 PMin= .34 Inicio= .00 Compr= .83
2- Parc.Dist.PMax= 1.15 PMin= .81 Inicio= .83 Compr= 1.95
3- Parc.Dist.PMax= 1.08 PMin= .77 Inicio= 2.78 Compr= 2.22
4- Parc.Dist.PMax= .65 PMin= .64 Inicio= .00 Compr= 5.00
5- Reac.Ind. PMax= 2.36 PMin= 2.15 Aplic.= .83 Bw Ap= .14 D.Ver= .40 Viga= 204 Apoio= 1
6- Reac.Ind. PMax= 1.43 PMin= 1.33 Aplic.= 2.78 Bw Ap= .14 D.Ver= .40 Viga= 202 Apoio= 3
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 6.9 tf* m | M.[+] Max= 3.5 tf* m - Abcis.= 298 | M.[-] = 5.2 tf* m
[tf,cm]| As = 6.05 -SRAS- [ 2 B 20.0mm] | AsL= .00 ------ Flecha= 1.0 | As = 4.28 -SRAS- [ 4 B 12.5mm]
| AsL= .00 ------ x/d = .35 | As = 2.63 -STAS- [ 4 B 10.0mm ] | AsL= .00 ------ x/d = .24
| x/dMx= .50 | Arm.Lat.=[2 X 3 B 6.3mm] - LN= 1.2 | x/dMx= .50
| | Fle.Adm.= 1.7 |
[tf,cm]| Bit.Fiss.= 2.7 M[-]Min= 313.9 | Bit.Fiss.= 1.4 M[+]Min= 154.0 | Bit.Fiss.= 2.1 M[-]Min= 313.9
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 157. 10.32 27.95 2 45. 3.6 1.4 7.3 8.0 12.5 2 .0 .0
157.- 313. 3.76 27.95 2 45. .0 1.4 1.4 5.0 25.0 2 .0 .0
313.- 470. 7.76 27.95 2 45. 1.9 1.4 3.2 5.0 10.0 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 157. .33 .87 5 5.1 5.1 41.1 1.8 1.1 .1 .7 .75
157.- 313. .12 .87 5 5.1 5.1 41.1 .7 1.1 .0 .3 .28
313.- 470. .12 .87 5 5.1 5.1 41.1 .7 1.1 .0 .3 .42
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 5 /L= .85 /B= .14 /H= .50 /BCs= .31 /BCi= .00 /TpS= 8 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .25 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .01 PMin= .01 Inicio= .00 Compr= .20
2- Parc.Dist.PMax= .71 PMin= .69 Inicio= .20 Compr= .66
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO | M[-]= 1.40 tf* m | As = 1.26 -SRAS- [ 2 B 10.0mm] | Flecha = .0
BAL.DIR | x/d = .07 | AsL= .00 - | Flecha Adm.= .6
[tf,cm] | M[-]Min= 172.3 - x/dMx =1.00 | Bit.de Fiss.= 50.0 | % Baric.Armad.= 4
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 51. .65 27.95 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 6.362 4.852 .50 .10 0 P29 .00 .00 29 0 0 0 0 0
2 7.980 7.488 1.00 .35 0 P23 .00 .00 23 0 0 0 0 0
3 9.938 9.044 .54 .12 0 P13 .00 .00 13 0 0 0 0 0
54
4 6.009 4.777 .50 .10 0 P3 .00 .00 3 0 0 0 0 0
==================================================================================================================================
Viga= 225 V225 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 1 /L= .85 /B= .14 /H= .50 /BCs= .31 /BCi= .00 /TpS= 5 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .25 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .01 PMin= .01 Inicio= .66 Compr= .20
2- Parc.Dist.PMax= .72 PMin= .70 Inicio= .00 Compr= .66
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO | M[-]= 1.40 tf* m | As = 1.26 -SRAS- [ 2 B 10.0mm] | Flecha = .0
BAL.ESQ | x/d = .07 | AsL= .00 - | Flecha Adm.= .6
[tf,cm] | M[-]Min= 172.3 - x/dMx =1.00 | Bit.de Fiss.= 50.0 | % Baric.Armad.= 4
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 51. .66 27.95 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 5.00 /B= .14 /H= .50 /BCs= .44 /BCi= .00 /TpS= 5 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .25 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.15 PMin= .82 Inicio= .00 Compr= 2.22
2- Parc.Dist.PMax= 1.22 PMin= .87 Inicio= 2.22 Compr= 1.95
3- Parc.Dist.PMax= .37 PMin= .26 Inicio= 4.17 Compr= .83
4- Parc.Dist.PMax= .65 PMin= .64 Inicio= .00 Compr= 5.00
5- Reac.Ind. PMax= 1.35 PMin= 1.18 Aplic.= 2.22 Bw Ap= .14 D.Ver= .40 Viga= 218 Apoio= 1
6- Reac.Ind. PMax= 1.67 PMin= 1.48 Aplic.= 4.17 Bw Ap= .14 D.Ver= .40 Viga= 216 Apoio= 2
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 5.9 tf* m | M.[+] Max= 3.2 tf* m - Abcis.= 222 | M.[-] = 6.9 tf* m
[tf,cm]| As = 4.92 -SRAS- [ 4 B 12.5mm] | AsL= .00 ------ Flecha= 1.2 | As = 6.03 -SRAS- [ 2 B 20.0mm]
| AsL= .00 ------ x/d = .28 | As = 2.39 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .35
| x/dMx= .50 | Arm.Lat.=[2 X 2 B 6.3mm] - LN= 1.9 | x/dMx= .50
| | Fle.Adm.= 1.7 |
[tf,cm]| Bit.Fiss.= 2.4 M[-]Min= 230.6 | Bit.Fiss.= 1.3 M[+]Min= 141.3 | Bit.Fiss.= 2.7 M[-]Min= 230.6
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 157. 8.24 27.95 2 45. 2.2 1.4 3.7 6.3 15.0 2 .0 .0
157.- 313. 4.08 27.95 2 45. .0 1.4 1.5 6.3 25.0 2 .0 .0
313.- 470. 9.47 27.95 2 45. 3.0 1.4 6.0 6.3 10.0 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 157. .14 .87 5 5.1 5.1 41.1 .8 1.1 .0 .3 .45
157.- 313. .14 .87 5 5.1 5.1 41.1 .8 1.1 .0 .3 .30
313.- 470. .27 .87 5 5.1 5.1 41.1 1.5 1.1 .1 .6 .65
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 3 /L= 4.05 /B= .14 /H= .50 /BCs= .38 /BCi= .00 /TpS= 5 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .25 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .16 PMin= .11 Inicio= .00 Compr= 2.88
2- Parc.Dist.PMax= .31 PMin= .21 Inicio= 2.88 Compr= 1.17
3- Parc.Dist.PMax= .65 PMin= .64 Inicio= .00 Compr= 4.05
4- Reac.Ind. PMax= 1.24 PMin= 1.05 Aplic.= 2.88 Bw Ap= .14 D.Ver= .40 Viga= 208 Apoio= 2
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 3.6 tf* m | M.[+] Max= .9 tf* m - Abcis.= 150 | M.[-] = 4.3 tf* m
[tf,cm]| As = 2.94 -SRAS- [ 2 B 20.0mm] | AsL= .00 ------ Flecha= .4 | As = 3.45 -SRAS- [ 2 B 16.0mm]
| AsL= .00 ------ x/d = .17 | As = 1.39 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .20
| x/dMx= .50 | Arm.Lat.=[2 X 2 B 6.3mm] - LN= .9 | x/dMx= .50
| | Fle.Adm.= 1.4 |
[tf,cm]| Bit.Fiss.= 1.5 M[-]Min= 197.4 | Bit.Fiss.= 3.7 M[+]Min= 136.5 | Bit.Fiss.= 1.7 M[-]Min= 197.4
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 250. 3.85 27.95 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
250.- 375. 5.29 27.95 2 45. .2 1.4 2.3 4.2 10.0 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 250. .08 .87 5 5.1 5.1 41.1 .4 1.1 .0 .2 .23
250.- 375. .19 .87 5 5.1 5.1 41.1 1.0 1.1 .1 .4 .40
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 4 /L= 5.00 /B= .14 /H= .50 /BCs= .74 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .25 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .49 PMin= .34 Inicio= .00 Compr= .83
2- Parc.Dist.PMax= 1.14 PMin= .81 Inicio= .83 Compr= 1.95
3- Parc.Dist.PMax= 1.07 PMin= .76 Inicio= 2.78 Compr= 2.22
4- Parc.Dist.PMax= .65 PMin= .64 Inicio= .00 Compr= 5.00
5- Reac.Ind. PMax= 2.35 PMin= 2.13 Aplic.= .83 Bw Ap= .14 D.Ver= .40 Viga= 204 Apoio= 2
6- Reac.Ind. PMax= 1.44 PMin= 1.34 Aplic.= 2.78 Bw Ap= .14 D.Ver= .40 Viga= 203 Apoio= 1
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 6.9 tf* m | M.[+] Max= 3.4 tf* m - Abcis.= 298 | M.[-] = 5.2 tf* m
[tf,cm]| As = 6.69 -SRAS- [ 4 B 16.0mm] | AsL= .00 ------ Flecha= 1.0 | As = 4.27 -SRAS- [ 4 B 12.5mm]
| AsL= .00 ------ x/d = .42 | As = 2.60 -STAS- [ 4 B 10.0mm ] | AsL= .00 ------ x/d = .24
| x/dMx= .50 | Arm.Lat.=[2 X 3 B 6.3mm] - LN= 1.2 | x/dMx= .50
| | Fle.Adm.= 1.7 |
| % Baric.Armad.= 12 *** | % Baric.Armad.= 3 | % Baric.Armad.= 4
[tf,cm]| Bit.Fiss.= 2.7 M[-]Min= 313.9 | Bit.Fiss.= 1.4 M[+]Min= 154.0 | Bit.Fiss.= 2.1 M[-]Min= 313.9
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 157. 10.26 27.95 2 45. 3.6 1.4 6.9 8.0 12.5 2 .0 .0
157.- 313. 3.76 27.95 2 45. .0 1.4 1.5 5.0 25.0 2 .0 .0
313.- 470. 7.73 27.95 2 45. 1.9 1.4 3.3 5.0 10.0 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 157. .30 .87 5 5.1 5.1 41.1 1.6 1.1 .1 .7 .71
157.- 313. .13 .87 5 5.1 5.1 41.1 .7 1.1 .0 .3 .29
313.- 470. .13 .87 5 5.1 5.1 41.1 .7 1.1 .0 .3 .43
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 5 /L= .85 /B= .14 /H= .50 /BCs= .31 /BCi= .00 /TpS= 5 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .25 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .01 PMin= .01 Inicio= .00 Compr= .20
2- Parc.Dist.PMax= .73 PMin= .70 Inicio= .20 Compr= .66
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO | M[-]= 1.40 tf* m | As = 1.26 -SRAS- [ 2 B 10.0mm] | Flecha = .0
BAL.DIR | x/d = .07 | AsL= .00 - | Flecha Adm.= .6
[tf,cm] | M[-]Min= 172.3 - x/dMx =1.00 | Bit.de Fiss.= 50.0 | % Baric.Armad.= 4
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 51. .67 27.95 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
55
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 6.349 4.836 .50 .10 0 P30 .00 .00 30 0 0 0 0 0
2 7.946 7.456 1.00 .35 0 P24 .00 .00 24 0 0 0 0 0
3 9.897 9.005 .54 .12 0 P14 .00 .00 14 0 0 0 0 0
4 5.995 4.761 .50 .10 0 P4 .00 .00 4 0 0 0 0 0
==================================================================================================================================
Viga= 226 V226 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 2.04 /B= .14 /H= .40 /BCs= .45 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.14 PMin= .97 Inicio= .00 Compr= 2.04
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = .1 tf* m | M.[+] Max= .6 tf* m - Abcis.= 108 | M.[-] = 1.8 tf* m
[tf,cm]| As = .96 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = 1.73 -SRAS- [ 3 B 10.0mm]
| AsL= .00 ------ x/d = .06 | As = 1.24 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .12
| Grampos Esq.= 1B 6.3mm x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= .7 | x/dMx= .50
| | Fle.Adm.= .7 |
[tf,cm]| Bit.Fiss.= 50.0 M[-]Min= 90.1 | Bit.Fiss.= 4.6 M[+]Min= 90.7 | Bit.Fiss.= 1.2 M[-]Min= 149.2
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 186. 2.84 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 186. .09 .66 5 5.1 5.1 31.1 .7 1.1 .0 .2 .27
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 3 /L= 2.04 /B= .14 /H= .40 /BCs= .45 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.14 PMin= .97 Inicio= .00 Compr= 2.05
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 2.0 tf* m | M.[+] Max= .5 tf* m - Abcis.= 108 | M.[-] = .1 tf* m
[tf,cm]| As = 2.01 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = .96 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .14 | As = 1.24 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .06
| x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= .7 | Grampos Dir.= 1B 6.3mm x/dMx= .50
| | Fle.Adm.= .7 |
[tf,cm]| Bit.Fiss.= 1.3 M[-]Min= 149.2 | Bit.Fiss.= 6.1 M[+]Min= 90.7 | Bit.Fiss.= 50.0 M[-]Min= 90.1
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 186. 3.03 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 186. .09 .66 5 5.1 5.1 31.1 .7 1.1 .0 .2 .28
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 1.186 .258 .14 .00 2 V213 .00 .00 0 0 0 0 0 0
2 3.325 3.085 .50 .13 0 P19 .00 .00 19 0 0 0 0 0
3 1.106 .123 .14 .00 2 V207 .00 .00 0 0 0 0 0 0
==================================================================================================================================
Viga= 227 V227 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 1 /L= .89 /B= .14 /H= .40 /BCs= .32 /BCi= .00 /TpS= 8 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .01 PMin= .01 Inicio= .63 Compr= .26
2- Parc.Dist.PMax= .67 PMin= .65 Inicio= .00 Compr= .63
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO | M[-]= .90 tf* m | As = 1.17 -SRAS- [ 2 B 10.0mm] | Flecha = .0
BAL.ESQ | x/d = .09 | AsL= .00 - | Flecha Adm.= .6
[tf,cm] | M[-]Min= 117.3 - x/dMx =1.00 | Bit.de Fiss.= 37.2 | % Baric.Armad.=12 ****
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 51. .59 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 4.94 /B= .14 /H= .40 /BCs= .88 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.15 PMin= .95 Inicio= .00 Compr= 4.94
2- Reac.Ind. PMax= 5.74 PMin= 5.43 Aplic.= 2.19 Bw Ap= .14 D.Ver= .40 Viga= 218 Apoio= 2
3- Parc.Dist.PMax= .13 PMin= .13 Inicio= .00 Compr= 2.19
4- Parc.Dist.PMax= .46 PMin= .45 Inicio= 2.19 Compr= 2.75
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 7.2 tf* m | M.[+] Max= 5.0 tf* m - Abcis.= 205 | M.[-] = 6.7 tf* m
[tf,cm]| As = 9.04 -SRAD- [ 3 B 20.0mm] | AsL= .00 ------ Flecha= 1.1 | As = 8.44 -SRAD- [ 3 B 20.0mm]
| AsL= 2.86 ------ x/d = .50 | As = 4.82 -STAS- [ 4 B 12.5mm ] | AsL= 2.26 ------ x/d = .50
| x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= 1.9 | x/dMx= .50
| ***AsL Compr.*** | Fle.Adm.= 1.6 | ***AsL Compr.***
| % Baric.Armad.= 12 *** | % Baric.Armad.= 5 | % Baric.Armad.= 12 ***
[tf,cm]| Bit.Fiss.= 4.8 M[-]Min= 251.2 | Bit.Fiss.= 2.7 M[+]Min= 100.8 | Bit.Fiss.= 4.4 M[-]Min= 200.4
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 182. 9.81 21.87 2 45. 5.1 1.4 6.4 8.0 15.0 2 .0 .0
182.- 232. 6.42 21.87 2 45. 2.2 1.4 5.0 6.3 10.0 2 .0 3.7
232.- 351. 6.25 21.87 2 45. 2.0 1.4 3.0 6.3 20.0 2 .0 .0
351.- 470. 9.14 21.87 2 45. 4.5 1.4 5.5 6.3 10.0 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 182. .09 .66 5 5.1 5.1 31.1 .7 1.1 .0 .2 .59
182.- 232. .09 .66 5 5.1 5.1 31.1 .7 1.1 .0 .2 .43
232.- 351. .07 .66 5 5.1 5.1 31.1 .5 1.1 .0 .2 .39
351.- 470. .07 .66 5 5.1 5.1 31.1 .5 1.1 .0 .2 .52
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 7.414 6.397 .50 .13 0 P31 .00 .00 31 0 0 0 0 0
2 6.528 5.622 .54 .15 0 P25 .00 .00 25 0 0 0 0 0
==================================================================================================================================
Viga= 228 V228 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 4.94 /B= .14 /H= .40 /BCs= .88 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.16 PMin= .95 Inicio= .00 Compr= 4.94
2- Reac.Ind. PMax= 5.48 PMin= 5.29 Aplic.= 2.75 Bw Ap= .14 D.Ver= .40 Viga= 203 Apoio= 2
3- Parc.Dist.PMax= .46 PMin= .45 Inicio= .00 Compr= 2.75
4- Parc.Dist.PMax= .13 PMin= .13 Inicio= 2.75 Compr= 2.19
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
56
| M.[-] = 6.9 tf* m | M.[+] Max= 5.0 tf* m - Abcis.= 288 | M.[-] = 6.6 tf* m
[tf,cm]| As = 8.70 -SRAD- [ 3 B 20.0mm] | AsL= .00 ------ Flecha= 1.1 | As = 8.28 -SRAD- [ 3 B 20.0mm]
| AsL= 2.52 ------ x/d = .50 | As = 4.84 -STAS- [ 4 B 12.5mm ] | AsL= 2.11 ------ x/d = .50
| x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= 2.0 | x/dMx= .50
| ***AsL Compr.*** | Fle.Adm.= 1.6 | ***AsL Compr.***
| % Baric.Armad.= 12 *** | % Baric.Armad.= 5 | % Baric.Armad.= 12 ***
[tf,cm]| Bit.Fiss.= 4.6 M[-]Min= 200.4 | Bit.Fiss.= 2.7 M[+]Min= 100.8 | Bit.Fiss.= 4.3 M[-]Min= 251.2
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 119. 9.27 21.87 2 45. 4.7 1.4 5.5 6.3 10.0 2 .0 .0
119.- 238. 6.37 21.87 2 45. 2.2 1.4 3.0 6.3 20.0 2 .0 .0
238.- 288. 5.96 21.87 2 45. 1.8 1.4 4.8 6.3 12.5 2 .0 3.5
288.- 470. 9.36 21.87 2 45. 4.7 1.4 6.0 6.3 10.0 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 119. .06 .66 5 5.1 5.1 31.1 .4 1.1 .0 .2 .51
119.- 238. .06 .66 5 5.1 5.1 31.1 .4 1.1 .0 .2 .39
238.- 288. .09 .66 5 5.1 5.1 31.1 .6 1.1 .0 .2 .40
288.- 470. .09 .66 5 5.1 5.1 31.1 .6 1.1 .0 .2 .56
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 3 /L= .89 /B= .14 /H= .40 /BCs= .32 /BCi= .00 /TpS= 8 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .01 PMin= .01 Inicio= .00 Compr= .26
2- Parc.Dist.PMax= .68 PMin= .66 Inicio= .26 Compr= .62
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO | M[-]= .90 tf* m | As = 1.17 -SRAS- [ 2 B 10.0mm] | Flecha = .0
BAL.DIR | x/d = .09 | AsL= .00 - | Flecha Adm.= .6
[tf,cm] | M[-]Min= 117.3 - x/dMx =1.00 | Bit.de Fiss.= 36.7 | % Baric.Armad.=12 ****
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 51. .59 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 6.612 5.668 .54 .15 0 P15 .00 .00 15 0 0 0 0 0
2 7.107 6.182 .50 .13 0 P5 .00 .00 5 0 0 0 0 0
==================================================================================================================================
Viga= 229 V229 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 5.03 /B= .14 /H= .40 /BCs= .52 /BCi= .00 /TpS= 8 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .22 PMin= .16 Inicio= .00 Compr= 2.48
2- Parc.Dist.PMax= .35 PMin= .29 Inicio= 2.48 Compr= 2.55
3- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 5.03
4- Reac.Ind. PMax= 2.84 PMin= 2.71 Aplic.= 2.48 Bw Ap= .14 D.Ver= .40 Viga= 218 Apoio= 3
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 2.0 tf* m | M.[+] Max= 3.3 tf* m - Abcis.= 257 | M.[-] = 4.8 tf* m
[tf,cm]| As = 1.94 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= 1.3 | As = 6.08 -SRAS- [ 3 B 16.0mm]
| AsL= .00 ------ x/d = .14 | As = 3.26 -STAS- [ 3 B 12.5mm ] | AsL= .00 ------ x/d = .48
| x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= 2.2 | x/dMx= .50
| | Fle.Adm.= 1.7 |
| % Baric.Armad.= 3 | % Baric.Armad.= 4 | % Baric.Armad.= 11 ***
[tf,cm]| Bit.Fiss.= 1.3 M[-]Min= 121.0 | Bit.Fiss.= 2.0 M[+]Min= 93.1 | Bit.Fiss.= 3.1 M[-]Min= 173.5
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 213. 4.49 21.87 2 45. .5 1.4 2.1 6.3 20.0 2 .0 .0
213.- 264. 3.10 21.87 2 45. .0 1.4 3.3 6.3 17.5 2 .0 1.8
264.- 372. 4.54 21.87 2 45. .6 1.4 1.8 6.3 20.0 2 .0 .0
372.- 481. 6.22 21.87 2 45. 2.0 1.4 3.2 6.3 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 213. .11 .66 5 5.1 5.1 31.1 .8 1.1 .0 .2 .37
213.- 264. .10 .66 5 5.1 5.1 31.1 .7 1.1 .0 .2 .30
264.- 372. .08 .66 5 5.1 5.1 31.1 .6 1.1 .0 .2 .33
372.- 481. .08 .66 5 5.1 5.1 31.1 .6 1.1 .0 .2 .41
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 3 /L= 2.33 /B= .14 /H= .40 /BCs= .28 /BCi= .00 /TpS= 8 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .79 PMin= .74 Inicio= .00 Compr= 2.33
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 2.7 tf* m | M.[+] Max= 1.5 tf* m - Abcis.= 259 | M.[-] = 1.0 tf* m
[tf,cm]| As = 2.82 -SRAS- [ 2 B 16.0mm] | AsL= .00 ------ Flecha= .2 | As = 1.05 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .21 | As = 1.37 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .08
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= .8 |
[tf,cm]| Bit.Fiss.= 1.8 M[-]Min= 112.1 | Bit.Fiss.= 1.0 M[+]Min= 82.8 | Bit.Fiss.= 1.0 M[-]Min= 112.1
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 209. 3.80 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 209. .01 .66 5 5.1 5.1 31.1 .1 .0 .0 .0 .19
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 4 /L= 2.43 /B= .14 /H= .40 /BCs= .29 /BCi= .00 /TpS= 8 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .79 PMin= .74 Inicio= .00 Compr= 2.43
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 1.4 tf* m | M.[+] Max= 1.0 tf* m - Abcis.= 0 | M.[-] = 2.1 tf* m
[tf,cm]| As = 1.33 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .2 | As = 1.98 -SRAS- [ 2 B 12.5mm]
| AsL= .00 ------ x/d = .10 | As = 1.06 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .14
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= .8 |
[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 113.8 | Bit.Fiss.= 1.2 M[+]Min= 83.2 | Bit.Fiss.= 1.3 M[-]Min= 113.8
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 219. 3.08 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 219. .01 .66 5 5.1 5.1 31.1 .1 .0 .0 .0 .16
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 5 /L= 4.64 /B= .14 /H= .40 /BCs= .49 /BCi= .00 /TpS= 8 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .35 PMin= .29 Inicio= .00 Compr= 2.45
2- Parc.Dist.PMax= .22 PMin= .16 Inicio= 2.45 Compr= 2.19
3- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 4.64
4- Reac.Ind. PMax= 2.94 PMin= 2.80 Aplic.= 2.45 Bw Ap= .14 D.Ver= .40 Viga= 203 Apoio= 3
57
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 4.1 tf* m | M.[+] Max= 2.5 tf* m - Abcis.= 238 | M.[-] = 3.8 tf* m
[tf,cm]| As = 4.53 -SRAS- [ 4 B 12.5mm] | AsL= .00 ------ Flecha= 1.1 | As = 4.14 -SRAS- [ 4 B 12.5mm]
| AsL= .00 ------ x/d = .34 | As = 2.37 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .31
| x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= 1.7 | x/dMx= .50
| | Fle.Adm.= 1.5 |
[tf,cm]| Bit.Fiss.= 2.6 M[-]Min= 166.6 | Bit.Fiss.= 1.6 M[+]Min= 92.2 | Bit.Fiss.= 2.5 M[-]Min= 138.9
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 208. 5.59 21.87 2 45. 1.5 1.4 2.9 6.3 20.0 2 .0 .0
208.- 258. 2.61 21.87 2 45. .0 1.4 3.7 6.3 15.0 2 .0 1.9
258.- 440. 5.33 21.87 2 45. 1.3 1.4 3.0 6.3 20.0 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 208. .10 .66 5 5.1 5.1 31.1 .7 1.1 .0 .2 .41
208.- 258. .12 .66 5 5.1 5.1 31.1 .9 1.1 .0 .3 .31
258.- 440. .12 .66 5 5.1 5.1 31.1 .9 1.1 .0 .3 .43
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 3.205 2.819 .19 .00 0 P32 .00 .00 32 0 0 0 0 0
2 6.632 4.907 .50 .13 0 P26 .00 .00 26 0 0 0 0 0
3 1.043 .783 .50 .13 0 P20 .00 .00 20 0 0 0 0 0
4 5.322 4.156 .50 .13 0 P16 .00 .00 16 0 0 0 0 0
5 3.810 3.002 .50 .13 0 P6 .00 .00 6 0 0 0 0 0
==================================================================================================================================
3.2.1.4 Vigas do primeiro pavimento
ACRTS-ASSOC.CULT.RENOV.TEC.SOROCABANA R E L G E R - Relatorio geral de vigas (V11 ) Pg 1
ROD.SEN.JOSE ERMIRIO DE MORAES, KM.1,5 SOROCABA 18110-000 SP 33538300
T Q S Projeto: 0003 - Primeiro Pavimento 14/01/16
CAD/Vigas 18:28:45
-----------------------------------------------------------------------------------------------------------------------------------
fck=250.kgf/cm2 - Aco: CA-60B CA-50A - Esforcos Caracteristicos
Viga= 101 V101 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 3.55 /B= .14 /H= .40 /BCs= .41 /BCi= .00 /TpS= 5 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .89 PMin= .80 Inicio= .00 Compr= 3.55
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 2.1 tf* m | M.[+] Max= 1.5 tf* m - Abcis.= 59 | M.[-] = 2.2 tf* m
[tf,cm]| As = 2.05 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .6 | As = 2.11 -SRAS- [ 3 B 10.0mm]
| AsL= .00 ------ x/d = .15 | As = 1.38 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .15
| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= 1.2 |
[tf,cm]| Bit.Fiss.= 1.4 M[-]Min= 146.1 | Bit.Fiss.= 1.0 M[+]Min= 89.2 | Bit.Fiss.= 1.4 M[-]Min= 146.1
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 336. 3.53 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 336. .01 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .17
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 3 /L= 2.75 /B= .14 /H= .40 /BCs= .47 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.13 PMin= .97 Inicio= .00 Compr= 2.75
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 2.0 tf* m | M.[+] Max= .6 tf* m - Abcis.= 229 | M.[-] = 1.8 tf* m
[tf,cm]| As = 1.91 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .2 | As = 1.78 -SRAS- [ 3 B 10.0mm]
| AsL= .00 ------ x/d = .14 | As = 1.24 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .13
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= .9 |
[tf,cm]| Bit.Fiss.= 1.3 M[-]Min= 154.7 | Bit.Fiss.= 3.7 M[+]Min= 91.6 | Bit.Fiss.= 1.2 M[-]Min= 154.7
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 256. 3.36 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 256. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .16
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 4 /L= 3.20 /B= .14 /H= .40 /BCs= .33 /BCi= .00 /TpS= 5 /Esp.LS= .11 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .99 PMin= .91 Inicio= .00 Compr= 3.20
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 1.8 tf* m | M.[+] Max= .7 tf* m - Abcis.= 213 | M.[-] = 1.7 tf* m
[tf,cm]| As = 1.74 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .3 | As = 1.67 -SRAS- [ 3 B 10.0mm]
| AsL= .00 ------ x/d = .13 | As = 1.16 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .12
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= 1.1 |
[tf,cm]| Bit.Fiss.= 1.2 M[-]Min= 128.3 | Bit.Fiss.= 2.9 M[+]Min= 85.8 | Bit.Fiss.= 1.2 M[-]Min= 128.3
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 301. 3.09 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 5 /L= 2.75 /B= .14 /H= .40 /BCs= .47 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.13 PMin= .97 Inicio= .00 Compr= 2.75
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 1.9 tf* m | M.[+] Max= .6 tf* m - Abcis.= 68 | M.[-] = 1.9 tf* m
[tf,cm]| As = 1.85 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .2 | As = 1.86 -SRAS- [ 3 B 10.0mm]
| AsL= .00 ------ x/d = .13 | As = 1.24 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .13
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= .9 |
[tf,cm]| Bit.Fiss.= 1.3 M[-]Min= 154.7 | Bit.Fiss.= 4.3 M[+]Min= 91.6 | Bit.Fiss.= 1.3 M[-]Min= 154.7
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
58
[tf,cm] 0.- 256. 3.30 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 256. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .16
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 6 /L= 3.55 /B= .14 /H= .40 /BCs= .41 /BCi= .00 /TpS= 5 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .89 PMin= .80 Inicio= .00 Compr= 3.55
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 2.2 tf* m | M.[+] Max= 1.6 tf* m - Abcis.= 295 | M.[-] = 2.0 tf* m
[tf,cm]| As = 2.19 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .6 | As = 1.92 -SRAS- [ 3 B 10.0mm]
| AsL= .00 ------ x/d = .16 | As = 1.46 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .14
| x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50
| | Fle.Adm.= 1.2 |
[tf,cm]| Bit.Fiss.= 1.5 M[-]Min= 146.1 | Bit.Fiss.= 1.0 M[+]Min= 89.2 | Bit.Fiss.= 1.3 M[-]Min= 146.1
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 336. 3.60 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 336. .01 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .17
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 2.199 .563 .19 .00 0 P1 .00 .00 1 0 0 0 0 0
2 3.397 3.282 .19 .00 0 P2 .00 .00 2 0 0 0 0 0
3 3.184 2.823 .19 .00 0 P3 .00 .00 3 0 0 0 0 0
4 3.191 2.827 .19 .00 0 P4 .00 .00 4 0 0 0 0 0
5 3.404 3.295 .19 .00 0 P5 .00 .00 5 0 0 0 0 0
6 2.142 .511 .19 .00 0 P6 .00 .00 6 0 0 0 0 0
==================================================================================================================================
Viga= 102 V102 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 3.44 /B= .14 /H= .40 /BCs= .66 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.79 PMin= 1.52 Inicio= .00 Compr= 3.44
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = .2 tf* m | M.[+] Max= 2.3 tf* m - Abcis.= 178 | M.[-] = 5.1 tf* m
[tf,cm]| As = 1.05 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .8 | As = 6.01 -SRAS- [ 2 B 20.0mm]
| AsL= .00 ------ x/d = .07 | As = 2.19 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .46
| Grampos Esq.= 1B 6.3mm x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= 1.2 | x/dMx= .50
| | Fle.Adm.= 1.1 |
[tf,cm]| Bit.Fiss.= 21.8 M[-]Min= 106.2 | Bit.Fiss.= 1.5 M[+]Min= 96.7 | Bit.Fiss.= 3.2 M[-]Min= 205.4
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 217. 4.15 21.87 2 45. .2 1.4 1.4 5.0 20.0 2 .0 .0
217.- 326. 6.37 21.87 2 45. 2.2 1.4 2.7 5.0 12.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 217. .04 .66 5 5.1 5.1 31.1 .3 1.1 .0 .2 .24
217.- 326. .04 .66 5 5.1 5.1 31.1 .3 1.1 .0 .2 .35
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 3 /L= 2.62 /B= .14 /H= .40 /BCs= .53 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.25 PMin= 1.06 Inicio= .00 Compr= 2.62
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 5.7 tf* m | M.[+] Max= 1.8 tf* m - Abcis.= 45 | M.[-] = 1.4 tf* m
[tf,cm]| As = 7.25 -SRAD- [ 3 B 20.0mm] | AsL= .00 ------ Flecha= .4 | As = 1.41 -SRAS- [ 2 B 10.0mm]
| AsL= 1.11 ------ x/d = .50 | As = 1.69 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .10
| x/dMx= .50 | | x/dMx= .50
| ***AsL Compr.*** | Fle.Adm.= .9 |
| % Baric.Armad.= 12 *** | % Baric.Armad.= 3 | % Baric.Armad.= 1
[tf,cm]| Bit.Fiss.= 3.7 M[-]Min= 177.3 | Bit.Fiss.= 1.2 M[+]Min= 93.5 | Bit.Fiss.= 1.0 M[-]Min= 148.3
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 241. 6.12 21.87 2 45. 1.9 1.4 1.9 5.0 20.0 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 241. .02 .66 5 5.1 5.1 31.1 .1 .0 .0 .0 .30
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 2.961 1.502 .14 .00 2 V120 .00 .00 0 0 0 0 0 0
2 7.336 4.873 .50 .13 1 P7 .00 .00 7 0 0 0 0 0
3 2.796 -1.124 .19 .00 1 P8 .00 .00 8 0 0 0 0 0
==================================================================================================================================
Viga= 103 V103 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 2.62 /B= .14 /H= .40 /BCs= .53 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.25 PMin= 1.06 Inicio= .00 Compr= 2.62
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 1.5 tf* m | M.[+] Max= 2.0 tf* m - Abcis.= 275 | M.[-] = 5.5 tf* m
[tf,cm]| As = 1.44 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .4 | As = 7.21 -SRAD- [ 4 B 16.0mm]
| AsL= .00 ------ x/d = .10 | As = 1.85 -STAS- [ 3 B 10.0mm ] | AsL= 1.30 ------ x/d = .50
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= .9 | ***AsL Compr.***
| % Baric.Armad.= 1 | % Baric.Armad.= 3 | % Baric.Armad.= 15 ***
[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 148.3 | Bit.Fiss.= 1.3 M[+]Min= 93.5 | Bit.Fiss.= 3.5 M[-]Min= 177.3
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 241. 5.92 21.87 2 45. 1.8 1.4 1.8 5.0 20.0 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 241. .02 .66 5 5.1 5.1 31.1 .1 .0 .0 .0 .29
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 3 /L= 3.40 /B= .14 /H= .40 /BCs= .65 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.79 PMin= 1.52 Inicio= .00 Compr= 3.40
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 5.2 tf* m | M.[+] Max= 2.3 tf* m - Abcis.= 176 | M.[-] = .2 tf* m
[tf,cm]| As = 6.88 -SRAD- [ 4 B 16.0mm] | AsL= .00 ------ Flecha= .7 | As = 1.04 -SRAS- [ 2 B 10.0mm]
| AsL= .94 ------ x/d = .50 | As = 2.13 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .07
59
| x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= 1.2 | Grampos Dir.= 1B 6.3mm x/dMx= .50
| ***AsL Compr.*** | Fle.Adm.= 1.1 |
| % Baric.Armad.= 15 *** | % Baric.Armad.= 3 | % Baric.Armad.= 1
[tf,cm]| Bit.Fiss.= 3.3 M[-]Min= 203.8 | Bit.Fiss.= 1.4 M[+]Min= 96.5 | Bit.Fiss.= 25.3 M[-]Min= 105.7
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 107. 6.40 21.87 2 45. 2.2 1.4 2.7 5.0 12.5 2 .0 .0
107.- 321. 4.08 21.87 2 45. .2 1.4 1.4 5.0 20.0 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 107. .04 .66 5 5.1 5.1 31.1 .3 1.1 .0 .2 .35
107.- 321. .04 .66 5 5.1 5.1 31.1 .3 1.1 .0 .2 .24
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 2.921 -.981 .19 .00 1 P9 .00 .00 9 0 0 0 0 0
2 7.152 4.768 .50 .13 1 P10 .00 .00 10 0 0 0 0 0
3 2.914 1.395 .14 .00 2 V129 .00 .00 0 0 0 0 0 0
==================================================================================================================================
Viga= 104 V104 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 3.20 /B= .14 /H= .40 /BCs= .78 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.44 PMin= 1.23 Inicio= .00 Compr= 3.20
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = .5 tf* m | M.[+] Max= 1.8 tf* m - Abcis.= 160 | M.[-] = .4 tf* m
[tf,cm]| As = .97 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .6 | As = .97 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .07 | As = 1.70 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .07
| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50
| | Fle.Adm.= 1.1 |
[tf,cm]| Bit.Fiss.= 2.8 M[-]Min= 99.2 | Bit.Fiss.= 1.2 M[+]Min= 99.5 | Bit.Fiss.= 3.3 M[-]Min= 99.2
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 306. 3.44 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 2.454 2.027 .14 .00 2 V124 .00 .00 0 0 0 0 0 0
2 2.435 2.008 .14 .00 2 V125 .00 .00 0 0 0 0 0 0
==================================================================================================================================
Viga= 105 V105 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 3.55 /B= .14 /H= .40 /BCs= .85 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.81 PMin= 1.52 Inicio= .00 Compr= 3.55
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 2.7 tf* m | M.[+] Max= 2.4 tf* m - Abcis.= 118 | M.[-] = 2.4 tf* m
[tf,cm]| As = 2.73 -SRAS- [ 4 B 10.0mm] | AsL= .00 ------ Flecha= .8 | As = 2.40 -SRAS- [ 3 B 10.0mm]
| AsL= .00 ------ x/d = .20 | As = 2.21 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .17
| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50
| | Fle.Adm.= 1.2 |
[tf,cm]| Bit.Fiss.= 1.8 M[-]Min= 168.2 | Bit.Fiss.= 1.5 M[+]Min= 100.3 | Bit.Fiss.= 1.6 M[-]Min= 168.2
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 336. 5.80 21.87 2 45. 1.7 1.4 1.7 5.0 20.0 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 336. .01 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .27
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 4.138 2.110 .19 .00 0 P11 .00 .00 11 0 0 0 0 0
2 4.113 2.085 .19 .00 0 P12 .00 .00 12 0 0 0 0 0
==================================================================================================================================
Viga= 106 V106 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 3.55 /B= .14 /H= .40 /BCs= .85 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.80 PMin= 1.52 Inicio= .00 Compr= 3.55
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 2.5 tf* m | M.[+] Max= 2.4 tf* m - Abcis.= 236 | M.[-] = 2.5 tf* m
[tf,cm]| As = 2.50 -SRAS- [ 2 B 12.5mm] | AsL= .00 ------ Flecha= .8 | As = 2.47 -SRAS- [ 2 B 12.5mm]
| AsL= .00 ------ x/d = .18 | As = 2.26 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .18
| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50
| | Fle.Adm.= 1.2 |
[tf,cm]| Bit.Fiss.= 1.7 M[-]Min= 168.2 | Bit.Fiss.= 1.5 M[+]Min= 100.3 | Bit.Fiss.= 1.7 M[-]Min= 168.2
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 336. 5.85 21.87 2 45. 1.7 1.4 1.7 5.0 20.0 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 336. .01 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .28
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 4.174 2.149 .19 .00 0 P15 .00 .00 15 0 0 0 0 0
2 4.054 2.029 .19 .00 0 P16 .00 .00 16 0 0 0 0 0
==================================================================================================================================
Viga= 107 V107 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 2.75 /B= .14 /H= .40 /BCs= .55 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .77 PMin= .54 Inicio= .00 Compr= 1.45
2- Parc.Dist.PMax= .48 PMin= .33 Inicio= 1.45 Compr= 1.30
3- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 2.75
4- Reac.Ind. PMax= 1.31 PMin= -.08 Aplic.= 1.45 Bw Ap= .14 D.Ver= .40 Viga= 123 Apoio= 3
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 2.1 tf* m | M.[+] Max= 1.4 tf* m - Abcis.= 45 | M.[-] = 2.3 tf* m
[tf,cm]| As = 2.09 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .4 | As = 2.28 -SRAS- [ 3 B 10.0mm]
| AsL= .00 ------ x/d = .15 | As = 1.36 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .16
| Grampos Esq.= 1B 6.3mm x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= .8 | x/dMx= .50
| | Fle.Adm.= .9 |
[tf,cm]| Bit.Fiss.= 1.4 M[-]Min= 163.2 | Bit.Fiss.= 1.0 M[+]Min= 94.2 | Bit.Fiss.= 1.5 M[-]Min= 173.7
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 256. 4.41 21.87 2 45. .5 1.4 1.9 5.0 20.0 2 .0 .8
60
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 256. .08 .66 5 5.1 5.1 31.1 .6 1.1 .0 .2 .32
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 3 /L= 3.20 /B= .14 /H= .40 /BCs= .52 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.02 PMin= .88 Inicio= .00 Compr= 3.20
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 1.9 tf* m | M.[+] Max= .5 tf* m - Abcis.= 213 | M.[-] = 1.8 tf* m
[tf,cm]| As = 1.80 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .2 | As = 1.71 -SRAS- [ 3 B 10.0mm]
| AsL= .00 ------ x/d = .13 | As = 1.30 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .12
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= 1.1 |
[tf,cm]| Bit.Fiss.= 1.2 M[-]Min= 167.2 | Bit.Fiss.= 7.5 M[+]Min= 93.4 | Bit.Fiss.= 1.2 M[-]Min= 167.2
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 301. 3.01 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 301. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .14
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 4 /L= 2.75 /B= .14 /H= .40 /BCs= .55 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .48 PMin= .33 Inicio= .00 Compr= 1.25
2- Parc.Dist.PMax= .77 PMin= .54 Inicio= 1.25 Compr= 1.50
3- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 2.75
4- Reac.Ind. PMax= 1.29 PMin= -.10 Aplic.= 1.25 Bw Ap= .14 D.Ver= .40 Viga= 126 Apoio= 3
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 2.4 tf* m | M.[+] Max= 1.5 tf* m - Abcis.= 229 | M.[-] = 2.0 tf* m
[tf,cm]| As = 2.40 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .4 | As = 1.97 -SRAS- [ 3 B 10.0mm]
| AsL= .00 ------ x/d = .17 | As = 1.37 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .14
| x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= .9 | Grampos Dir.= 1B 6.3mm x/dMx= .50
| | Fle.Adm.= .9 |
[tf,cm]| Bit.Fiss.= 1.6 M[-]Min= 173.7 | Bit.Fiss.= 1.0 M[+]Min= 94.2 | Bit.Fiss.= 1.3 M[-]Min= 163.2
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 91. 4.59 21.87 2 45. .6 1.4 1.8 5.0 20.0 2 .0 .0
91.- 141. 3.10 21.87 2 45. .0 1.4 2.0 5.0 17.5 2 .0 .8
141.- 256. 4.02 21.87 2 45. .1 1.4 1.4 5.0 20.0 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 91. .08 .66 5 5.1 5.1 31.1 .6 1.1 .0 .2 .33
91.- 141. .08 .66 5 5.1 5.1 31.1 .6 1.1 .0 .2 .26
141.- 256. .07 .66 5 5.1 5.1 31.1 .5 1.1 .0 .2 .29
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 2.991 .738 .19 .00 0 P12 .00 .00 12 0 0 0 0 0
2 4.216 3.143 .19 .00 0 P13 .00 .00 13 0 0 0 0 0
3 4.293 3.149 .19 .00 0 P14 .00 .00 14 0 0 0 0 0
4 2.874 .675 .19 .00 0 P15 .00 .00 15 0 0 0 0 0
==================================================================================================================================
Viga= 108 V108 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 3.20 /B= .14 /H= .40 /BCs= .46 /BCi= .00 /TpS= 8 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .73 PMin= .69 Inicio= .00 Compr= 3.20
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = .3 tf* m | M.[+] Max= .9 tf* m - Abcis.= 160 | M.[-] = .3 tf* m
[tf,cm]| As = .90 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .4 | As = .90 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .06 | As = 1.22 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .06
| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50
| | Fle.Adm.= 1.1 |
[tf,cm]| Bit.Fiss.= 7.8 M[-]Min= 85.0 | Bit.Fiss.= 1.8 M[+]Min= 91.2 | Bit.Fiss.= 9.0 M[-]Min= 85.0
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 306. 1.82 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 1.297 1.016 .14 .00 2 V124 .00 .00 0 0 0 0 0 0
2 1.286 1.004 .14 .00 2 V125 .00 .00 0 0 0 0 0 0
==================================================================================================================================
Viga= 109 V109 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 5.03 /B= .14 /H= .40 /BCs= 1.15 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.55 PMin= 1.27 Inicio= .00 Compr= 5.02
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 2.9 tf* m | M.[+] Max= 3.5 tf* m - Abcis.= 293 | M.[-] = 2.8 tf* m
[tf,cm]| As = 3.03 -SRAS- [ 4 B 10.0mm] | AsL= .00 ------ Flecha= 1.5 | As = 2.85 -SRAS- [ 4 B 10.0mm]
| AsL= .00 ------ x/d = .22 | As = 3.28 -STAS- [ 3 B 12.5mm ] | AsL= .00 ------ x/d = .21
| Grampos Esq.= 2B 6.3mm x/dMx= .50 | | Grampos Dir.= 2B 6.3mm x/dMx= .50
| | Fle.Adm.= 1.7 |
[tf,cm]| Bit.Fiss.= 1.9 M[-]Min= 163.4 | Bit.Fiss.= 2.0 M[+]Min= 104.3 | Bit.Fiss.= 1.8 M[-]Min= 163.4
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 484. 6.14 21.87 2 45. 2.0 1.4 2.0 5.0 20.0 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 484. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .28
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 4.379 3.160 .19 .00 0 P17 .00 .00 17 0 0 0 0 0
2 4.331 3.112 .19 .00 0 P18 .00 .00 18 0 0 0 0 0
==================================================================================================================================
Viga= 110 V110 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 5.03 /B= .14 /H= .40 /BCs= 1.15 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.54 PMin= 1.26 Inicio= .00 Compr= 5.02
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 2.9 tf* m | M.[+] Max= 3.5 tf* m - Abcis.= 293 | M.[-] = 2.8 tf* m
61
[tf,cm]| As = 2.99 -SRAS- [ 4 B 10.0mm] | AsL= .00 ------ Flecha= 1.5 | As = 2.90 -SRAS- [ 4 B 10.0mm]
| AsL= .00 ------ x/d = .22 | As = 3.28 -STAS- [ 3 B 12.5mm ] | AsL= .00 ------ x/d = .22
| Grampos Esq.= 2B 6.3mm x/dMx= .50 | | Grampos Dir.= 2B 6.3mm x/dMx= .50
| | Fle.Adm.= 1.7 |
[tf,cm]| Bit.Fiss.= 1.9 M[-]Min= 163.4 | Bit.Fiss.= 2.0 M[+]Min= 104.3 | Bit.Fiss.= 1.9 M[-]Min= 163.4
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 484. 6.13 21.87 2 45. 1.9 1.4 1.9 5.0 20.0 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 484. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .28
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 4.373 3.155 .19 .00 0 P19 .00 .00 19 0 0 0 0 0
2 4.332 3.113 .19 .00 0 P20 .00 .00 20 0 0 0 0 0
==================================================================================================================================
Viga= 111 V111 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 2.75 /B= .14 /H= .40 /BCs= .69 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .77 PMin= .54 Inicio= .00 Compr= 1.45
2- Parc.Dist.PMax= .48 PMin= .33 Inicio= 1.45 Compr= 1.30
3- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 2.75
4- Reac.Ind. PMax= 1.34 PMin= .07 Aplic.= 1.45 Bw Ap= .14 D.Ver= .40 Viga= 123 Apoio= 1
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 2.0 tf* m | M.[+] Max= 1.8 tf* m - Abcis.= 229 | M.[-] = 2.2 tf* m
[tf,cm]| As = 1.97 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .4 | As = 2.14 -SRAS- [ 3 B 10.0mm]
| AsL= .00 ------ x/d = .14 | As = 1.67 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .15
| x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= .9 | x/dMx= .50
| | Fle.Adm.= .9 |
[tf,cm]| Bit.Fiss.= 1.3 M[-]Min= 141.6 | Bit.Fiss.= 1.1 M[+]Min= 97.7 | Bit.Fiss.= 1.4 M[-]Min= 163.2
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 256. 4.79 21.87 2 45. .8 1.4 1.9 5.0 20.0 2 .0 .9
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 256. .07 .66 5 5.1 5.1 31.1 .5 1.1 .0 .2 .33
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 3.416 1.012 .19 .00 0 P22 .00 .00 22 0 0 0 0 0
2 3.058 .558 .19 .00 0 P23 .00 .00 23 0 0 0 0 0
==================================================================================================================================
Viga= 112 V112 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 3.20 /B= .14 /H= .40 /BCs= .46 /BCi= .00 /TpS= 5 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .72 PMin= .68 Inicio= .00 Compr= 3.20
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 2.3 tf* m | M.[+] Max= 1.6 tf* m - Abcis.= 320 | M.[-] = 2.1 tf* m
[tf,cm]| As = 2.21 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .5 | As = 2.04 -SRAS- [ 3 B 10.0mm]
| AsL= .00 ------ x/d = .16 | As = 1.49 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .15
| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50
| | Fle.Adm.= 1.1 |
[tf,cm]| Bit.Fiss.= 1.5 M[-]Min= 139.6 | Bit.Fiss.= 1.1 M[+]Min= 91.2 | Bit.Fiss.= 1.4 M[-]Min= 139.6
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 301. 3.30 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 2.351 .028 .19 .00 0 P23 .00 .00 23 0 0 0 0 0
2 2.255 -.067 .19 .00 0 P24 .00 .00 24 0 0 0 0 0
==================================================================================================================================
Viga= 113 V113 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 2.75 /B= .14 /H= .40 /BCs= .69 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .48 PMin= .33 Inicio= .00 Compr= 1.25
2- Parc.Dist.PMax= .77 PMin= .54 Inicio= 1.25 Compr= 1.50
3- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 2.75
4- Reac.Ind. PMax= 1.33 PMin= .05 Aplic.= 1.25 Bw Ap= .14 D.Ver= .40 Viga= 126 Apoio= 1
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 2.3 tf* m | M.[+] Max= 1.7 tf* m - Abcis.= 68 | M.[-] = 1.9 tf* m
[tf,cm]| As = 2.32 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .4 | As = 1.82 -SRAS- [ 3 B 10.0mm]
| AsL= .00 ------ x/d = .17 | As = 1.56 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .13
| Grampos Esq.= 1B 6.3mm x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= .8 | Grampos Dir.= 1B 6.3mm x/dMx= .50
| | Fle.Adm.= .9 |
[tf,cm]| Bit.Fiss.= 1.5 M[-]Min= 163.2 | Bit.Fiss.= 1.1 M[+]Min= 97.7 | Bit.Fiss.= 1.2 M[-]Min= 141.6
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 256. 4.56 21.87 2 45. .6 1.4 1.9 5.0 20.0 2 .0 .9
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 256. .07 .66 5 5.1 5.1 31.1 .5 1.1 .0 .2 .31
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 3.221 .651 .19 .00 0 P24 .00 .00 24 0 0 0 0 0
2 3.260 .911 .19 .00 0 P25 .00 .00 25 0 0 0 0 0
==================================================================================================================================
Viga= 114 V114 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 3.55 /B= .14 /H= .40 /BCs= .85 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.80 PMin= 1.52 Inicio= .00 Compr= 3.55
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 2.3 tf* m | M.[+] Max= 2.3 tf* m - Abcis.= 118 | M.[-] = 2.0 tf* m
[tf,cm]| As = 2.28 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .7 | As = 1.98 -SRAS- [ 3 B 10.0mm]
| AsL= .00 ------ x/d = .17 | As = 2.16 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .14
| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50
| | Fle.Adm.= 1.2 |
[tf,cm]| Bit.Fiss.= 1.5 M[-]Min= 168.2 | Bit.Fiss.= 1.5 M[+]Min= 100.3 | Bit.Fiss.= 1.4 M[-]Min= 168.2
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 336. 5.51 21.87 2 45. 1.4 1.4 1.4 4.2 17.5 2 .0 .0
62
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 336. .01 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .26
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 3.928 2.292 .19 .00 0 P21 .00 .00 21 0 0 0 0 0
2 3.911 2.275 .19 .00 0 P22 .00 .00 22 0 0 0 0 0
==================================================================================================================================
Viga= 115 V115 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 3.55 /B= .14 /H= .40 /BCs= .85 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.81 PMin= 1.52 Inicio= .00 Compr= 3.55
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 2.2 tf* m | M.[+] Max= 2.4 tf* m - Abcis.= 236 | M.[-] = 2.2 tf* m
[tf,cm]| As = 2.12 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .7 | As = 2.10 -SRAS- [ 3 B 10.0mm]
| AsL= .00 ------ x/d = .15 | As = 2.22 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .15
| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50
| | Fle.Adm.= 1.2 |
[tf,cm]| Bit.Fiss.= 1.4 M[-]Min= 168.2 | Bit.Fiss.= 1.5 M[+]Min= 100.3 | Bit.Fiss.= 1.4 M[-]Min= 168.2
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 336. 5.61 21.87 2 45. 1.5 1.4 1.5 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 336. .01 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .27
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 4.003 2.368 .19 .00 0 P25 .00 .00 25 0 0 0 0 0
2 3.849 2.213 .19 .00 0 P26 .00 .00 26 0 0 0 0 0
==================================================================================================================================
Viga= 116 V116 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 3.20 /B= .14 /H= .40 /BCs= .78 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.45 PMin= 1.24 Inicio= .00 Compr= 3.20
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = .4 tf* m | M.[+] Max= 1.9 tf* m - Abcis.= 160 | M.[-] = .4 tf* m
[tf,cm]| As = .97 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .6 | As = .97 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .07 | As = 1.72 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .07
| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50
| | Fle.Adm.= 1.1 |
[tf,cm]| Bit.Fiss.= 4.2 M[-]Min= 99.2 | Bit.Fiss.= 1.2 M[+]Min= 99.5 | Bit.Fiss.= 4.6 M[-]Min= 99.2
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 306. 3.39 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 2.415 2.120 .14 .00 2 V124 .00 .00 0 0 0 0 0 0
2 2.403 2.108 .14 .00 2 V125 .00 .00 0 0 0 0 0 0
==================================================================================================================================
Viga= 117 V117 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 3.55 /B= .14 /H= .40 /BCs= .67 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.79 PMin= 1.52 Inicio= .00 Compr= 3.55
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = .2 tf* m | M.[+] Max= 2.2 tf* m - Abcis.= 147 | M.[-] = 1.3 tf* m
[tf,cm]| As = 1.02 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .7 | As = 2.03 -SRAS- [ 3 B 10.0mm]
| AsL= .00 ------ x/d = .07 | As = 2.09 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .15
| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= 1.2 |
[tf,cm]| Bit.Fiss.= 22.6 M[-]Min= 105.9 | Bit.Fiss.= 1.4 M[+]Min= 97.0 | Bit.Fiss.= 1.0 M[-]Min= 208.8
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 341. 4.95 21.87 2 45. .9 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 341. .02 .66 5 5.1 5.1 31.1 .2 .0 .0 .0 .26
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 3 /L= 2.75 /B= .14 /H= .40 /BCs= .55 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.25 PMin= 1.06 Inicio= .00 Compr= 2.75
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 1.3 tf* m | M.[+] Max= .7 tf* m - Abcis.= 160 | M.[-] = .2 tf* m
[tf,cm]| As = 1.76 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = .98 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .13 | As = 1.46 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .07
| x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50
| | Fle.Adm.= .9 |
[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 181.9 | Bit.Fiss.= 5.2 M[+]Min= 94.1 | Bit.Fiss.= 19.3 M[-]Min= 98.2
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 261. 3.06 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 261. .01 .66 5 5.1 5.1 31.1 .1 .0 .0 .0 .15
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 2.870 2.724 .14 .00 2 V120 .00 .00 0 0 0 0 0 0
2 5.698 5.391 .14 .00 2 V121 .00 .00 0 0 0 0 0 0
3 1.377 1.195 .14 .00 2 V124 .00 .00 0 0 0 0 0 0
==================================================================================================================================
Viga= 118 V118 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 2.75 /B= .14 /H= .40 /BCs= .55 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.25 PMin= 1.06 Inicio= .00 Compr= 2.75
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = .2 tf* m | M.[+] Max= .6 tf* m - Abcis.= 114 | M.[-] = 1.3 tf* m
63
[tf,cm]| As = .98 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = 1.76 -SRAS- [ 3 B 10.0mm]
| AsL= .00 ------ x/d = .07 | As = 1.46 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .13
| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= .9 |
[tf,cm]| Bit.Fiss.= 18.1 M[-]Min= 98.2 | Bit.Fiss.= 6.0 M[+]Min= 94.1 | Bit.Fiss.= 1.0 M[-]Min= 181.9
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 261. 3.04 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 261. .01 .66 5 5.1 5.1 31.1 .1 .0 .0 .0 .15
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 3 /L= 3.55 /B= .14 /H= .40 /BCs= .67 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.79 PMin= 1.52 Inicio= .00 Compr= 3.55
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 1.3 tf* m | M.[+] Max= 2.2 tf* m - Abcis.= 207 | M.[-] = .2 tf* m
[tf,cm]| As = 2.03 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .7 | As = 1.02 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .15 | As = 2.09 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .07
| x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50
| | Fle.Adm.= 1.2 |
[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 208.8 | Bit.Fiss.= 1.4 M[+]Min= 97.0 | Bit.Fiss.= 25.0 M[-]Min= 105.9
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 341. 4.96 21.87 2 45. .9 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 341. .02 .66 5 5.1 5.1 31.1 .2 .0 .0 .0 .26
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 1.379 1.206 .14 .00 2 V125 .00 .00 0 0 0 0 0 0
2 5.696 5.389 .14 .00 2 V127 .00 .00 0 0 0 0 0 0
3 2.867 2.721 .14 .00 2 V129 .00 .00 0 0 0 0 0 0
==================================================================================================================================
Viga= 119 V119 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 2.77 /B= .14 /H= .40 /BCs= .35 /BCi= .00 /TpS= 8 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .88 PMin= .80 Inicio= .00 Compr= 2.76
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 7.6 tf* m | M.[+] Max= 6.2 tf* m - Abcis.= 0 | M.[-] = 3.6 tf* m
[tf,cm]| As = 9.44 -SRAD- [ 3 B 20.0mm] | AsL= .00 ------ Flecha= .5 | As = 3.69 -SRAS- [ 3 B 12.5mm]
| AsL= 3.31 ------ x/d = .50 | As = 6.18 -STAS- [ 3 B 16.0mm ] | AsL= .00 ------ x/d = .27
| x/dMx= .50 | | x/dMx= .50
| ***AsL Compr.*** | Fle.Adm.= .9 |
| % Baric.Armad.= 12 *** | % Baric.Armad.= 4 | % Baric.Armad.= 3
[tf,cm]| Bit.Fiss.= 4.9 M[-]Min= 130.6 | Bit.Fiss.= 3.2 M[+]Min= 86.6 | Bit.Fiss.= 2.3 M[-]Min= 130.6
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 255. 6.82 21.87 2 45. 2.5 1.4 2.5 6.3 20.0 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 255. .01 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .32
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 3 /L= 2.75 /B= .14 /H= .40 /BCs= .47 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.13 PMin= .97 Inicio= .00 Compr= 2.75
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 1.4 tf* m | M.[+] Max= 1.0 tf* m - Abcis.= 137 | M.[-] = 1.2 tf* m
[tf,cm]| As = 1.47 -SRAS- [ 2 B 12.5mm] | AsL= .00 ------ Flecha= .3 | As = 1.47 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .11 | As = 1.24 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .11
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= .9 |
[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 154.7 | Bit.Fiss.= 1.7 M[+]Min= 91.6 | Bit.Fiss.= 1.0 M[-]Min= 154.7
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 256. 2.30 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 256. .01 .66 5 5.1 5.1 31.1 .1 .0 .0 .0 .12
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 4 /L= 3.20 /B= .14 /H= .40 /BCs= .33 /BCi= .00 /TpS= 8 /Esp.LS= .11 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.00 PMin= .91 Inicio= .00 Compr= 3.20
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 2.0 tf* m | M.[+] Max= .7 tf* m - Abcis.= 240 | M.[-] = 1.9 tf* m
[tf,cm]| As = 1.96 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .4 | As = 1.86 -SRAS- [ 3 B 10.0mm]
| AsL= .00 ------ x/d = .14 | As = 1.16 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .14
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= 1.1 |
[tf,cm]| Bit.Fiss.= 1.3 M[-]Min= 128.3 | Bit.Fiss.= 2.4 M[+]Min= 85.8 | Bit.Fiss.= 1.3 M[-]Min= 128.3
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 301. 3.26 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 5 /L= 2.75 /B= .14 /H= .40 /BCs= .47 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.13 PMin= .97 Inicio= .00 Compr= 2.75
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 1.3 tf* m | M.[+] Max= .9 tf* m - Abcis.= 160 | M.[-] = 1.4 tf* m
[tf,cm]| As = 1.47 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .3 | As = 1.55 -SRAS- [ 2 B 16.0mm]
| AsL= .00 ------ x/d = .11 | As = 1.24 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .12
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= .9 |
[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 154.7 | Bit.Fiss.= 1.8 M[+]Min= 91.6 | Bit.Fiss.= 1.0 M[-]Min= 154.7
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 256. 2.35 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 256. .01 .66 5 5.1 5.1 31.1 .1 .0 .0 .0 .12
64
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 6 /L= 2.77 /B= .14 /H= .40 /BCs= .35 /BCi= .00 /TpS= 8 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .89 PMin= .80 Inicio= .00 Compr= 2.76
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 3.8 tf* m | M.[+] Max= 6.6 tf* m - Abcis.= 276 | M.[-] = 7.2 tf* m
[tf,cm]| As = 4.12 -SRAS- [ 2 B 16.0mm] | AsL= .00 ------ Flecha= .5 | As = 8.96 -SRAD- [ 3 B 20.0mm]
| AsL= .00 ------ x/d = .31 | As = 6.46 -STAS- [ 2 B 20.0mm ] | AsL= 2.82 ------ x/d = .50
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= .9 | ***AsL Compr.***
| % Baric.Armad.= 1 | % Baric.Armad.= 1 | % Baric.Armad.= 12 ***
[tf,cm]| Bit.Fiss.= 2.4 M[-]Min= 130.6 | Bit.Fiss.= 3.4 M[+]Min= 86.6 | Bit.Fiss.= 4.8 M[-]Min= 130.6
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 255. 6.92 21.87 2 45. 2.6 1.4 2.6 6.3 20.0 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 255. .01 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .33
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 4.864 -2.324 1.00 .38 0 P27 .00 .00 27 0 0 0 0 0
2 6.293 -1.080 .19 .00 0 P28 .00 .00 28 0 0 0 0 0
3 3.959 2.318 .19 .00 0 P29 .00 .00 29 0 0 0 0 0
4 3.930 2.287 .19 .00 0 P30 .00 .00 30 0 0 0 0 0
5 6.487 -.887 .19 .00 0 P31 .00 .00 31 0 0 0 0 0
6 4.646 -2.542 1.00 .38 0 P32 .00 .00 32 0 0 0 0 0
==================================================================================================================================
Viga= 120 V120 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 5.03 /B= .14 /H= .40 /BCs= .52 /BCi= .00 /TpS= 5 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .22 PMin= .15 Inicio= .00 Compr= 2.48
2- Parc.Dist.PMax= .35 PMin= .29 Inicio= 2.48 Compr= 2.55
3- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 5.03
4- Reac.Ind. PMax= 2.87 PMin= 2.72 Aplic.= 2.48 Bw Ap= .14 D.Ver= .40 Viga= 117 Apoio= 1
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 2.0 tf* m | M.[+] Max= 3.4 tf* m - Abcis.= 257 | M.[-] = 5.1 tf* m
[tf,cm]| As = 1.99 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= 1.4 | As = 6.06 -SRAS- [ 2 B 20.0mm]
| AsL= .00 ------ x/d = .14 | As = 3.29 -STAS- [ 3 B 12.5mm ] | AsL= .00 ------ x/d = .46
| x/dMx= .50 | Arm.Lat.=[2 X 2 B 5.0mm] - LN= 2.2 | x/dMx= .50
| | Fle.Adm.= 1.7 |
[tf,cm]| Bit.Fiss.= 1.3 M[-]Min= 121.0 | Bit.Fiss.= 2.1 M[+]Min= 93.1 | Bit.Fiss.= 3.2 M[-]Min= 173.5
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 213. 4.56 21.87 2 45. .6 1.4 2.6 6.3 20.0 2 .0 .0
213.- 264. 3.25 21.87 2 45. .0 1.4 3.7 6.3 15.0 2 .0 1.8
264.- 372. 4.70 21.87 2 45. .7 1.4 2.1 6.3 20.0 2 .0 .0
372.- 481. 6.39 21.87 2 45. 2.2 1.4 3.6 6.3 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 213. .14 .66 5 5.1 5.1 31.1 1.0 1.1 .1 .3 .42
213.- 264. .13 .66 5 5.1 5.1 31.1 .9 1.1 .0 .3 .35
264.- 372. .10 .66 5 5.1 5.1 31.1 .7 1.1 .0 .2 .36
372.- 481. .10 .66 5 5.1 5.1 31.1 .7 1.1 .0 .2 .44
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 3 /L= 2.33 /B= .14 /H= .40 /BCs= .28 /BCi= .00 /TpS= 5 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .79 PMin= .74 Inicio= .00 Compr= 2.33
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 3.2 tf* m | M.[+] Max= 1.8 tf* m - Abcis.= 259 | M.[-] = 1.4 tf* m
[tf,cm]| As = 3.51 -SRAS- [ 2 B 20.0mm] | AsL= .00 ------ Flecha= .2 | As = 1.31 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .27 | As = 1.73 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .09
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= .8 |
[tf,cm]| Bit.Fiss.= 2.1 M[-]Min= 112.1 | Bit.Fiss.= 1.2 M[+]Min= 82.8 | Bit.Fiss.= 1.0 M[-]Min= 112.1
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 209. 4.34 21.87 2 45. .4 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 209. .01 .66 5 5.1 5.1 31.1 .1 .0 .0 .0 .22
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 4 /L= 2.43 /B= .14 /H= .40 /BCs= .29 /BCi= .00 /TpS= 5 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .79 PMin= .74 Inicio= .00 Compr= 2.43
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 1.8 tf* m | M.[+] Max= 1.4 tf* m - Abcis.= 0 | M.[-] = 2.5 tf* m
[tf,cm]| As = 1.70 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .2 | As = 2.42 -SRAS- [ 2 B 12.5mm]
| AsL= .00 ------ x/d = .12 | As = 1.28 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .17
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= .8 |
[tf,cm]| Bit.Fiss.= 1.2 M[-]Min= 113.8 | Bit.Fiss.= 1.0 M[+]Min= 83.2 | Bit.Fiss.= 1.6 M[-]Min= 113.8
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 219. 3.56 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 219. .03 .66 5 5.1 5.1 31.1 .2 .0 .0 .0 .21
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 5 /L= 4.64 /B= .14 /H= .40 /BCs= .49 /BCi= .00 /TpS= 5 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .29 PMin= .29 Inicio= .00 Compr= 2.45
2- Parc.Dist.PMax= .15 PMin= .15 Inicio= 2.45 Compr= 2.19
3- Parc.Dist.PMax= .67 PMin= .61 Inicio= .00 Compr= 4.64
4- Reac.Ind. PMax= 2.96 PMin= 1.50 Aplic.= 2.45 Bw Ap= .14 D.Ver= .40 Viga= 102 Apoio= 1
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 4.2 tf* m | M.[+] Max= 2.5 tf* m - Abcis.= 238 | M.[-] = 4.0 tf* m
[tf,cm]| As = 4.67 -SRAS- [ 4 B 12.5mm] | AsL= .00 ------ Flecha= 1.2 | As = 4.43 -SRAS- [ 4 B 12.5mm]
| AsL= .00 ------ x/d = .35 | As = 2.34 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .33
| x/dMx= .50 | Arm.Lat.=[2 X 2 B 5.0mm] - LN= 1.7 | x/dMx= .50
| | Fle.Adm.= 1.5 |
[tf,cm]| Bit.Fiss.= 2.7 M[-]Min= 166.6 | Bit.Fiss.= 1.6 M[+]Min= 92.2 | Bit.Fiss.= 2.6 M[-]Min= 159.2
65
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 208. 5.48 21.87 2 45. 1.4 1.4 2.9 6.3 20.0 2 .0 .0
208.- 258. 2.59 21.87 2 45. .0 1.4 3.8 6.3 15.0 2 .0 1.9
258.- 440. 5.19 21.87 2 45. 1.1 1.4 3.0 6.3 20.0 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 208. .11 .66 5 5.1 5.1 31.1 .8 1.1 .0 .2 .42
208.- 258. .13 .66 5 5.1 5.1 31.1 .9 1.1 .0 .3 .31
258.- 440. .13 .66 5 5.1 5.1 31.1 .9 1.1 .0 .3 .43
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 3.251 2.736 .19 .00 0 P27 .00 .00 27 0 0 0 0 0
2 6.979 4.734 .50 .13 0 P21 .00 .00 21 0 0 0 0 0
3 1.005 .765 .50 .13 0 P17 .00 .00 17 0 0 0 0 0
4 5.165 3.721 .50 .13 0 P11 .00 .00 11 0 0 0 0 0
5 3.710 2.457 .50 .13 0 P1 .00 .00 1 0 0 0 0 0
==================================================================================================================================
Viga= 121 V121 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 1 /L= .89 /B= .14 /H= .40 /BCs= .32 /BCi= .00 /TpS= 5 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .01 PMin= .01 Inicio= .63 Compr= .26
2- Parc.Dist.PMax= .69 PMin= .66 Inicio= .00 Compr= .63
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO | M[-]= .90 tf* m | As = 1.17 -SRAS- [ 2 B 10.0mm] | Flecha = .0
BAL.ESQ | x/d = .09 | AsL= .00 - | Flecha Adm.= .6
[tf,cm] | M[-]Min= 117.3 - x/dMx =1.00 | Bit.de Fiss.= 35.6 | % Baric.Armad.=12 ****
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 51. .60 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 4.94 /B= .14 /H= .40 /BCs= .88 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.15 PMin= .95 Inicio= .00 Compr= 4.94
2- Reac.Ind. PMax= 5.70 PMin= 5.39 Aplic.= 2.19 Bw Ap= .14 D.Ver= .40 Viga= 117 Apoio= 2
3- Parc.Dist.PMax= .14 PMin= .14 Inicio= .00 Compr= 2.19
4- Parc.Dist.PMax= .45 PMin= .45 Inicio= 2.19 Compr= 2.75
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 7.5 tf* m | M.[+] Max= 5.1 tf* m - Abcis.= 205 | M.[-] = 7.1 tf* m
[tf,cm]| As = 9.40 -SRAD- [ 3 B 20.0mm] | AsL= .00 ------ Flecha= 1.2 | As = 8.93 -SRAD- [ 3 B 20.0mm]
| AsL= 3.23 ------ x/d = .50 | As = 4.97 -STAS- [ 4 B 12.5mm ] | AsL= 2.76 ------ x/d = .50
| x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= 2.0 | x/dMx= .50
| ***AsL Compr.*** | Fle.Adm.= 1.6 | ***AsL Compr.***
| % Baric.Armad.= 12 *** | % Baric.Armad.= 5 | % Baric.Armad.= 12 ***
[tf,cm]| Bit.Fiss.= 4.8 M[-]Min= 251.2 | Bit.Fiss.= 2.7 M[+]Min= 100.8 | Bit.Fiss.= 4.8 M[-]Min= 235.1
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 182. 10.07 21.87 2 45. 5.3 1.4 6.6 8.0 15.0 2 .0 .0
182.- 232. 6.66 21.87 2 45. 2.4 1.4 5.0 6.3 12.5 2 .0 3.7
232.- 351. 6.54 21.87 2 45. 2.3 1.4 3.3 6.3 17.5 2 .0 .0
351.- 470. 9.42 21.87 2 45. 4.8 1.4 5.7 6.3 10.0 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 182. .09 .66 5 5.1 5.1 31.1 .7 1.1 .0 .2 .60
182.- 232. .09 .66 5 5.1 5.1 31.1 .7 1.1 .0 .2 .44
232.- 351. .07 .66 5 5.1 5.1 31.1 .5 1.1 .0 .2 .40
351.- 470. .07 .66 5 5.1 5.1 31.1 .5 1.1 .0 .2 .53
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 7.607 6.144 .50 .13 0 P28 .00 .00 28 0 0 0 0 0
2 6.730 5.428 .54 .15 0 P22 .00 .00 22 0 0 0 0 0
==================================================================================================================================
Viga= 122 V122 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 2.72 /B= .14 /H= .40 /BCs= .55 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.61 PMin= 1.41 Inicio= .00 Compr= 2.72
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 2.8 tf* m | M.[+] Max= 1.4 tf* m - Abcis.= 90 | M.[-] = 1.2 tf* m
[tf,cm]| As = 2.92 -SRAS- [ 4 B 10.0mm] | AsL= .00 ------ Flecha= .3 | As = 1.75 -SRAS- [ 3 B 10.0mm]
| AsL= .00 ------ x/d = .22 | As = 1.45 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .13
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= .9 |
[tf,cm]| Bit.Fiss.= 1.9 M[-]Min= 180.8 | Bit.Fiss.= 1.2 M[+]Min= 94.0 | Bit.Fiss.= 1.0 M[-]Min= 180.8
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 251. 4.24 21.87 2 45. .3 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 251. .01 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .20
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 3 /L= 2.22 /B= .14 /H= .40 /BCs= .41 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.28 PMin= 1.08 Inicio= .00 Compr= 2.22
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 1.0 tf* m | M.[+] Max= 1.3 tf* m - Abcis.= 185 | M.[-] = 2.2 tf* m
[tf,cm]| As = 1.38 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .2 | As = 2.11 -SRAS- [ 3 B 10.0mm]
| AsL= .00 ------ x/d = .10 | As = 1.24 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .15
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= .7 |
[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 146.1 | Bit.Fiss.= 1.0 M[+]Min= 89.2 | Bit.Fiss.= 1.4 M[-]Min= 146.1
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 201. 3.33 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 201. .02 .66 5 5.1 5.1 31.1 .1 .0 .0 .0 .18
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 4 /L= .89 /B= .14 /H= .40 /BCs= .32 /BCi= .00 /TpS= 5 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .01 PMin= .01 Inicio= .00 Compr= .26
2- Parc.Dist.PMax= .70 PMin= .67 Inicio= .26 Compr= .62
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
66
FLEXAO | M[-]= .90 tf* m | As = 1.10 -SRAS- [ 2 B 10.0mm] | Flecha = .0
BAL.DIR | x/d = .08 | AsL= .00 - | Flecha Adm.= .6
[tf,cm] | M[-]Min= 117.3 - x/dMx =1.00 | Bit.de Fiss.= 34.5 | % Baric.Armad.= 3
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 51. .61 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 3.028 1.457 .54 .15 0 P12 .00 .00 12 0 0 0 0 0
2 3.719 3.383 .19 .00 1 P7 .00 .00 7 0 0 0 0 0
3 2.590 .813 .50 .13 0 P2 .00 .00 2 0 0 0 0 0
==================================================================================================================================
Viga= 123 V123 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 2.04 /B= .14 /H= .40 /BCs= .45 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.14 PMin= .97 Inicio= .00 Compr= 2.04
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = .1 tf* m | M.[+] Max= .7 tf* m - Abcis.= 126 | M.[-] = 2.1 tf* m
[tf,cm]| As = .97 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = 2.12 -SRAS- [ 3 B 10.0mm]
| AsL= .00 ------ x/d = .06 | As = 1.25 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .15
| Grampos Esq.= 1B 6.3mm x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= .7 | x/dMx= .50
| | Fle.Adm.= .7 |
[tf,cm]| Bit.Fiss.= 50.0 M[-]Min= 90.1 | Bit.Fiss.= 2.9 M[+]Min= 90.7 | Bit.Fiss.= 1.4 M[-]Min= 149.2
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 186. 3.10 21.87 2 45. .0 1.4 1.7 5.0 20.0 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 186. .12 .66 5 5.1 5.1 31.1 .9 1.1 .0 .3 .32
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 3 /L= 2.04 /B= .14 /H= .40 /BCs= .45 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.14 PMin= .97 Inicio= .00 Compr= 2.04
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 2.4 tf* m | M.[+] Max= .7 tf* m - Abcis.= 90 | M.[-] = .1 tf* m
[tf,cm]| As = 2.39 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = .97 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .17 | As = 1.25 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .06
| x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= .7 | Grampos Dir.= 1B 6.3mm x/dMx= .50
| | Fle.Adm.= .7 |
[tf,cm]| Bit.Fiss.= 1.6 M[-]Min= 149.2 | Bit.Fiss.= 3.0 M[+]Min= 90.7 | Bit.Fiss.= 50.0 M[-]Min= 90.1
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 186. 3.31 21.87 2 45. .0 1.4 1.7 5.0 20.0 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 186. .12 .66 5 5.1 5.1 31.1 .9 1.1 .0 .3 .33
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 1.340 .068 .14 .00 2 V111 .00 .00 0 0 0 0 0 0
2 3.320 3.128 .50 .13 0 P18 .00 .00 18 0 0 0 0 0
3 1.309 -.077 .14 .00 2 V107 .00 .00 0 0 0 0 0 0
==================================================================================================================================
Viga= 124 V124 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 1 /L= .85 /B= .14 /H= .50 /BCs= .31 /BCi= .00 /TpS= 8 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .25 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .01 PMin= .01 Inicio= .66 Compr= .20
2- Parc.Dist.PMax= .70 PMin= .69 Inicio= .00 Compr= .66
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO | M[-]= 1.40 tf* m | As = 1.31 -SRAS- [ 2 B 10.0mm] | Flecha = .0
BAL.ESQ | x/d = .08 | AsL= .00 - | Flecha Adm.= .6
[tf,cm] | M[-]Min= 172.3 - x/dMx =1.00 | Bit.de Fiss.= 50.0 | % Baric.Armad.= 9
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 51. .65 27.95 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 5.00 /B= .14 /H= .50 /BCs= .44 /BCi= .00 /TpS= 8 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .25 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.07 PMin= .76 Inicio= .00 Compr= 2.22
2- Parc.Dist.PMax= 1.14 PMin= .81 Inicio= 2.22 Compr= 1.95
3- Parc.Dist.PMax= .50 PMin= .34 Inicio= 4.17 Compr= .83
4- Parc.Dist.PMax= .65 PMin= .64 Inicio= .00 Compr= 5.00
5- Reac.Ind. PMax= 1.38 PMin= 1.20 Aplic.= 2.22 Bw Ap= .14 D.Ver= .40 Viga= 117 Apoio= 3
6- Reac.Ind. PMax= 2.41 PMin= 2.12 Aplic.= 4.17 Bw Ap= .14 D.Ver= .40 Viga= 116 Apoio= 1
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 6.4 tf* m | M.[+] Max= 3.3 tf* m - Abcis.= 222 | M.[-] = 8.4 tf* m
[tf,cm]| As = 5.78 -SRAS- [ 3 B 16.0mm] | AsL= .00 ------ Flecha= 1.4 | As = 8.28 -SRAD- [ 3 B 20.0mm]
| AsL= .00 ------ x/d = .35 | As = 2.50 -STAS- [ 2 B 12.5mm ] | AsL= .07 ------ x/d = .50
| x/dMx= .50 | Arm.Lat.=[2 X 3 B 6.3mm] - LN= 1.9 | x/dMx= .50
| | Fle.Adm.= 1.7 | ***AsL Compr.***
[tf,cm]| Bit.Fiss.= 2.5 M[-]Min= 230.6 | Bit.Fiss.= 1.3 M[+]Min= 141.3 | Bit.Fiss.= 3.3 M[-]Min= 230.6
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 157. 8.45 27.95 2 45. 2.4 1.4 4.0 6.3 15.0 2 .0 .0
157.- 313. 4.46 27.95 2 45. .0 1.4 1.6 5.0 22.5 2 .0 .0
313.- 470. 11.00 27.95 2 45. 4.1 1.4 8.5 8.0 10.0 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 157. .15 .87 5 5.1 5.1 41.1 .8 1.1 .0 .3 .47
157.- 313. .15 .87 5 5.1 5.1 41.1 .8 1.1 .0 .3 .33
313.- 470. .41 .87 5 5.1 5.1 41.1 2.2 1.1 .1 .9 .86
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 3 /L= 4.05 /B= .14 /H= .50 /BCs= .38 /BCi= .00 /TpS= 8 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .25 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .16 PMin= .11 Inicio= .00 Compr= 2.88
2- Parc.Dist.PMax= .30 PMin= .20 Inicio= 2.88 Compr= 1.17
3- Parc.Dist.PMax= .65 PMin= .64 Inicio= .00 Compr= 4.05
4- Reac.Ind. PMax= 1.30 PMin= 1.02 Aplic.= 2.88 Bw Ap= .14 D.Ver= .40 Viga= 108 Apoio= 1
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 5.3 tf* m | M.[+] Max= 2.1 tf* m - Abcis.= 338 | M.[-] = 4.3 tf* m
[tf,cm]| As = 4.49 -SRAS- [ 2 B 20.0mm] | AsL= .00 ------ Flecha= .8 | As = 3.43 -SRAS- [ 3 B 12.5mm]
67
| AsL= .00 ------ x/d = .26 | As = 1.55 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .19
| x/dMx= .50 | Arm.Lat.=[2 X 3 B 6.3mm] - LN= 1.4 | x/dMx= .50
| | Fle.Adm.= 1.4 |
[tf,cm]| Bit.Fiss.= 2.1 M[-]Min= 197.4 | Bit.Fiss.= 1.0 M[+]Min= 136.5 | Bit.Fiss.= 1.7 M[-]Min= 197.4
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 250. 5.22 27.95 2 45. .2 1.4 1.4 5.0 25.0 2 .0 .0
250.- 375. 5.57 27.95 2 45. .4 1.4 3.5 5.0 10.0 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 250. .12 .87 5 5.1 5.1 41.1 .6 1.1 .0 .3 .32
250.- 375. .28 .87 5 5.1 5.1 41.1 1.5 1.1 .1 .6 .52
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 4 /L= 2.65 /B= .14 /H= .50 /BCs= .46 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .25 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .49 PMin= .34 Inicio= .00 Compr= .83
2- Parc.Dist.PMax= 1.15 PMin= .81 Inicio= .83 Compr= 1.82
3- Parc.Dist.PMax= .65 PMin= .64 Inicio= .00 Compr= 2.65
4- Reac.Ind. PMax= 2.45 PMin= 2.03 Aplic.= .83 Bw Ap= .14 D.Ver= .40 Viga= 104 Apoio= 1
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 4.6 tf* m | M.[+] Max= 1.7 tf* m - Abcis.= 95 | M.[-] = 2.9 tf* m
[tf,cm]| As = 3.71 -SRAS- [ 3 B 12.5mm] | AsL= .00 ------ Flecha= .2 | As = 2.34 -SRAS- [ 3 B 10.0mm]
| AsL= .00 ------ x/d = .20 | As = 1.55 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .13
| x/dMx= .50 | Arm.Lat.=[2 X 4 B 6.3mm] - LN= 1.0 | x/dMx= .50
| | Fle.Adm.= .9 |
[tf,cm]| Bit.Fiss.= 1.8 M[-]Min= 223.0 | Bit.Fiss.= 1.1 M[+]Min= 141.4 | Bit.Fiss.= 1.2 M[-]Min= 223.0
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 118. 7.56 27.95 2 45. 1.8 1.4 6.5 8.0 15.0 2 .0 .0
118.- 235. 5.93 27.95 2 45. .7 1.4 3.1 5.0 12.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 118. .44 .87 5 5.1 5.1 41.1 2.4 1.1 .1 1.0 .77
118.- 235. .22 .87 5 5.1 5.1 41.1 1.2 1.1 .1 .5 .47
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 5 /L= 2.15 /B= .14 /H= .50 /BCs= .40 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .25 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.72 PMin= 1.41 Inicio= .00 Compr= 2.15
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 3.1 tf* m | M.[+] Max= 2.8 tf* m - Abcis.= 225 | M.[-] = 3.5 tf* m
[tf,cm]| As = 2.36 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = 2.75 -SRAS- [ 4 B 10.0mm]
| AsL= .00 ------ x/d = .13 | As = 2.03 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .16
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= .7 |
[tf,cm]| Bit.Fiss.= 1.3 M[-]Min= 214.8 | Bit.Fiss.= 1.1 M[+]Min= 138.6 | Bit.Fiss.= 1.5 M[-]Min= 214.8
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 185. 6.43 27.95 2 45. 1.0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 185. .02 .87 5 5.1 5.1 41.1 .1 .0 .0 .0 .25
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 6 /L= .85 /B= .14 /H= .50 /BCs= .31 /BCi= .00 /TpS= 8 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .25 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .01 PMin= .01 Inicio= .00 Compr= .20
2- Parc.Dist.PMax= .71 PMin= .69 Inicio= .20 Compr= .66
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO | M[-]= 1.40 tf* m | As = 1.26 -SRAS- [ 2 B 10.0mm] | Flecha = .0
BAL.DIR | x/d = .07 | AsL= .00 - | Flecha Adm.= .6
[tf,cm] | M[-]Min= 172.3 - x/dMx =1.00 | Bit.de Fiss.= 50.0 | % Baric.Armad.= 4
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 51. .65 27.95 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 6.487 4.257 .50 .10 0 P29 .00 .00 29 0 0 0 0 0
2 9.216 8.353 1.00 .35 0 P23 .00 .00 23 0 0 0 0 0
3 6.499 5.778 .54 .12 0 P13 .00 .00 13 0 0 0 0 0
4 5.641 3.715 .50 .10 1 P8 .00 .00 8 0 0 0 0 0
5 4.370 -.490 .50 .10 0 P3 .00 .00 3 0 0 0 0 0
==================================================================================================================================
Viga= 125 V125 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 1 /L= .85 /B= .14 /H= .50 /BCs= .31 /BCi= .00 /TpS= 5 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .25 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .01 PMin= .01 Inicio= .66 Compr= .20
2- Parc.Dist.PMax= .72 PMin= .70 Inicio= .00 Compr= .66
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO | M[-]= 1.40 tf* m | As = 1.31 -SRAS- [ 2 B 10.0mm] | Flecha = .0
BAL.ESQ | x/d = .08 | AsL= .00 - | Flecha Adm.= .6
[tf,cm] | M[-]Min= 172.3 - x/dMx =1.00 | Bit.de Fiss.= 50.0 | % Baric.Armad.= 9
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 51. .66 27.95 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 5.00 /B= .14 /H= .50 /BCs= .44 /BCi= .00 /TpS= 5 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .25 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.07 PMin= .76 Inicio= .00 Compr= 2.22
2- Parc.Dist.PMax= 1.14 PMin= .81 Inicio= 2.22 Compr= 1.95
3- Parc.Dist.PMax= .50 PMin= .34 Inicio= 4.17 Compr= .83
4- Parc.Dist.PMax= .65 PMin= .64 Inicio= .00 Compr= 5.00
5- Reac.Ind. PMax= 1.38 PMin= 1.21 Aplic.= 2.22 Bw Ap= .14 D.Ver= .40 Viga= 118 Apoio= 1
6- Reac.Ind. PMax= 2.40 PMin= 2.11 Aplic.= 4.17 Bw Ap= .14 D.Ver= .40 Viga= 116 Apoio= 2
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 6.4 tf* m | M.[+] Max= 3.3 tf* m - Abcis.= 222 | M.[-] = 8.4 tf* m
[tf,cm]| As = 5.78 -SRAS- [ 3 B 16.0mm] | AsL= .00 ------ Flecha= 1.4 | As = 8.27 -SRAD- [ 3 B 20.0mm]
| AsL= .00 ------ x/d = .35 | As = 2.50 -STAS- [ 2 B 12.5mm ] | AsL= .07 ------ x/d = .50
| x/dMx= .50 | Arm.Lat.=[2 X 3 B 6.3mm] - LN= 1.9 | x/dMx= .50
| | Fle.Adm.= 1.7 | ***AsL Compr.***
[tf,cm]| Bit.Fiss.= 2.5 M[-]Min= 230.6 | Bit.Fiss.= 1.3 M[+]Min= 141.3 | Bit.Fiss.= 3.3 M[-]Min= 230.6
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 157. 8.46 27.95 2 45. 2.4 1.4 4.1 6.3 15.0 2 .0 .0
157.- 313. 4.47 27.95 2 45. .0 1.4 1.7 5.0 22.5 2 .0 .0
68
313.- 470. 10.99 27.95 2 45. 4.1 1.4 8.2 8.0 10.0 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 157. .16 .87 5 5.1 5.1 41.1 .9 1.1 .0 .4 .48
157.- 313. .16 .87 5 5.1 5.1 41.1 .9 1.1 .0 .4 .34
313.- 470. .38 .87 5 5.1 5.1 41.1 2.1 1.1 .1 .9 .83
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 3 /L= 4.05 /B= .14 /H= .50 /BCs= .38 /BCi= .00 /TpS= 5 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .25 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .16 PMin= .11 Inicio= .00 Compr= 2.88
2- Parc.Dist.PMax= .31 PMin= .21 Inicio= 2.88 Compr= 1.17
3- Parc.Dist.PMax= .65 PMin= .64 Inicio= .00 Compr= 4.05
4- Reac.Ind. PMax= 1.29 PMin= 1.00 Aplic.= 2.88 Bw Ap= .14 D.Ver= .40 Viga= 108 Apoio= 2
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 5.3 tf* m | M.[+] Max= 2.1 tf* m - Abcis.= 338 | M.[-] = 4.3 tf* m
[tf,cm]| As = 4.49 -SRAS- [ 2 B 20.0mm] | AsL= .00 ------ Flecha= .8 | As = 3.42 -SRAS- [ 3 B 12.5mm]
| AsL= .00 ------ x/d = .26 | As = 1.55 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .19
| x/dMx= .50 | Arm.Lat.=[2 X 2 B 6.3mm] - LN= 1.4 | x/dMx= .50
| | Fle.Adm.= 1.4 |
[tf,cm]| Bit.Fiss.= 2.1 M[-]Min= 197.4 | Bit.Fiss.= 1.0 M[+]Min= 136.5 | Bit.Fiss.= 1.7 M[-]Min= 197.4
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 250. 5.22 27.95 2 45. .2 1.4 1.4 5.0 25.0 2 .0 .0
250.- 375. 5.56 27.95 2 45. .4 1.4 3.3 5.0 10.0 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 250. .11 .87 5 5.1 5.1 41.1 .6 1.1 .0 .2 .31
250.- 375. .26 .87 5 5.1 5.1 41.1 1.4 1.1 .1 .6 .50
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 4 /L= 2.65 /B= .14 /H= .50 /BCs= .46 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .25 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .49 PMin= .34 Inicio= .00 Compr= .83
2- Parc.Dist.PMax= 1.14 PMin= .81 Inicio= .83 Compr= 1.82
3- Parc.Dist.PMax= .65 PMin= .64 Inicio= .00 Compr= 2.65
4- Reac.Ind. PMax= 2.43 PMin= 2.01 Aplic.= .83 Bw Ap= .14 D.Ver= .40 Viga= 104 Apoio= 2
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 4.6 tf* m | M.[+] Max= 1.7 tf* m - Abcis.= 95 | M.[-] = 2.9 tf* m
[tf,cm]| As = 3.70 -SRAS- [ 3 B 12.5mm] | AsL= .00 ------ Flecha= .2 | As = 2.32 -SRAS- [ 3 B 10.0mm]
| AsL= .00 ------ x/d = .20 | As = 1.55 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .12
| x/dMx= .50 | Arm.Lat.=[2 X 3 B 6.3mm] - LN= 1.0 | x/dMx= .50
| | Fle.Adm.= .9 |
[tf,cm]| Bit.Fiss.= 1.8 M[-]Min= 223.0 | Bit.Fiss.= 1.1 M[+]Min= 141.4 | Bit.Fiss.= 1.2 M[-]Min= 223.0
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 118. 7.53 27.95 2 45. 1.7 1.4 6.2 6.3 10.0 2 .0 .0
118.- 235. 5.90 27.95 2 45. .6 1.4 2.9 6.3 20.0 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 118. .41 .87 5 5.1 5.1 41.1 2.2 1.1 .1 .9 .74
118.- 235. .21 .87 5 5.1 5.1 41.1 1.1 1.1 .1 .5 .45
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 5 /L= 2.15 /B= .14 /H= .50 /BCs= .40 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .25 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.71 PMin= 1.40 Inicio= .00 Compr= 2.15
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 3.1 tf* m | M.[+] Max= 2.8 tf* m - Abcis.= 225 | M.[-] = 3.5 tf* m
[tf,cm]| As = 2.36 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = 2.75 -SRAS- [ 4 B 10.0mm]
| AsL= .00 ------ x/d = .13 | As = 2.04 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .16
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= .7 |
[tf,cm]| Bit.Fiss.= 1.3 M[-]Min= 214.8 | Bit.Fiss.= 1.1 M[+]Min= 138.6 | Bit.Fiss.= 1.5 M[-]Min= 214.8
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 185. 6.42 27.95 2 45. 1.0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 185. .02 .87 5 5.1 5.1 41.1 .1 .0 .0 .0 .25
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 6 /L= .85 /B= .14 /H= .50 /BCs= .31 /BCi= .00 /TpS= 5 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .25 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .01 PMin= .01 Inicio= .00 Compr= .20
2- Parc.Dist.PMax= .73 PMin= .70 Inicio= .20 Compr= .66
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO | M[-]= 1.40 tf* m | As = 1.26 -SRAS- [ 2 B 10.0mm] | Flecha = .0
BAL.DIR | x/d = .07 | AsL= .00 - | Flecha Adm.= .6
[tf,cm] | M[-]Min= 172.3 - x/dMx =1.00 | Bit.de Fiss.= 50.0 | % Baric.Armad.= 4
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 51. .67 27.95 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 6.501 4.268 .50 .10 0 P30 .00 .00 30 0 0 0 0 0
2 9.206 8.342 1.00 .35 0 P24 .00 .00 24 0 0 0 0 0
3 6.457 5.785 .54 .12 0 P14 .00 .00 14 0 0 0 0 0
4 5.600 3.672 .50 .10 1 P9 .00 .00 9 0 0 0 0 0
5 4.371 -.496 .50 .10 0 P4 .00 .00 4 0 0 0 0 0
==================================================================================================================================
Viga= 126 V126 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 2.04 /B= .14 /H= .40 /BCs= .45 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.14 PMin= .97 Inicio= .00 Compr= 2.04
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = .1 tf* m | M.[+] Max= .7 tf* m - Abcis.= 126 | M.[-] = 2.2 tf* m
[tf,cm]| As = .97 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = 2.14 -SRAS- [ 3 B 10.0mm]
| AsL= .00 ------ x/d = .06 | As = 1.25 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .15
| Grampos Esq.= 1B 6.3mm x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= .7 | x/dMx= .50
| | Fle.Adm.= .7 |
[tf,cm]| Bit.Fiss.= 50.0 M[-]Min= 90.1 | Bit.Fiss.= 3.0 M[+]Min= 90.7 | Bit.Fiss.= 1.4 M[-]Min= 149.2
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 186. 3.13 21.87 2 45. .0 1.4 1.6 5.0 20.0 2 .0 .0
69
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 186. .11 .66 5 5.1 5.1 31.1 .8 1.1 .0 .3 .31
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 3 /L= 2.04 /B= .14 /H= .40 /BCs= .45 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.14 PMin= .97 Inicio= .00 Compr= 2.05
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 2.4 tf* m | M.[+] Max= .7 tf* m - Abcis.= 108 | M.[-] = .1 tf* m
[tf,cm]| As = 2.43 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = .97 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .17 | As = 1.25 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .06
| x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= .7 | Grampos Dir.= 1B 6.3mm x/dMx= .50
| | Fle.Adm.= .7 |
[tf,cm]| Bit.Fiss.= 1.6 M[-]Min= 149.2 | Bit.Fiss.= 3.1 M[+]Min= 90.7 | Bit.Fiss.= 50.0 M[-]Min= 90.1
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 186. 3.34 21.87 2 45. .0 1.4 1.6 5.0 20.0 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 186. .11 .66 5 5.1 5.1 31.1 .8 1.1 .0 .2 .32
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 1.328 .053 .14 .00 2 V113 .00 .00 0 0 0 0 0 0
2 3.395 3.095 .50 .13 0 P19 .00 .00 19 0 0 0 0 0
3 1.295 -.097 .14 .00 2 V107 .00 .00 0 0 0 0 0 0
==================================================================================================================================
Viga= 127 V127 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 1 /L= .89 /B= .14 /H= .40 /BCs= .32 /BCi= .00 /TpS= 8 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .01 PMin= .01 Inicio= .63 Compr= .26
2- Parc.Dist.PMax= .67 PMin= .65 Inicio= .00 Compr= .63
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO | M[-]= .90 tf* m | As = 1.17 -SRAS- [ 2 B 10.0mm] | Flecha = .0
BAL.ESQ | x/d = .09 | AsL= .00 - | Flecha Adm.= .6
[tf,cm] | M[-]Min= 117.3 - x/dMx =1.00 | Bit.de Fiss.= 37.2 | % Baric.Armad.=12 ****
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 51. .59 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 4.94 /B= .14 /H= .40 /BCs= .88 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.15 PMin= .95 Inicio= .00 Compr= 4.94
2- Reac.Ind. PMax= 5.70 PMin= 5.39 Aplic.= 2.19 Bw Ap= .14 D.Ver= .40 Viga= 118 Apoio= 2
3- Parc.Dist.PMax= .13 PMin= .13 Inicio= .00 Compr= 2.19
4- Parc.Dist.PMax= .46 PMin= .45 Inicio= 2.19 Compr= 2.75
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 7.5 tf* m | M.[+] Max= 5.1 tf* m - Abcis.= 205 | M.[-] = 7.1 tf* m
[tf,cm]| As = 9.41 -SRAD- [ 3 B 20.0mm] | AsL= .00 ------ Flecha= 1.2 | As = 8.94 -SRAD- [ 3 B 20.0mm]
| AsL= 3.23 ------ x/d = .50 | As = 4.97 -STAS- [ 4 B 12.5mm ] | AsL= 2.76 ------ x/d = .50
| x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= 2.0 | x/dMx= .50
| ***AsL Compr.*** | Fle.Adm.= 1.6 | ***AsL Compr.***
| % Baric.Armad.= 12 *** | % Baric.Armad.= 5 | % Baric.Armad.= 12 ***
[tf,cm]| Bit.Fiss.= 4.8 M[-]Min= 251.2 | Bit.Fiss.= 2.7 M[+]Min= 100.8 | Bit.Fiss.= 4.8 M[-]Min= 235.1
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 182. 10.06 21.87 2 45. 5.3 1.4 6.8 8.0 12.5 2 .0 .0
182.- 232. 6.67 21.87 2 45. 2.4 1.4 5.1 6.3 10.0 2 .0 3.7
232.- 351. 6.54 21.87 2 45. 2.3 1.4 3.4 6.3 17.5 2 .0 .0
351.- 470. 9.43 21.87 2 45. 4.8 1.4 5.8 6.3 10.0 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 182. .10 .66 5 5.1 5.1 31.1 .7 1.1 .0 .2 .61
182.- 232. .10 .66 5 5.1 5.1 31.1 .7 1.1 .0 .2 .46
232.- 351. .07 .66 5 5.1 5.1 31.1 .5 1.1 .0 .2 .41
351.- 470. .07 .66 5 5.1 5.1 31.1 .5 1.1 .0 .2 .54
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 7.591 6.121 .50 .13 0 P31 .00 .00 31 0 0 0 0 0
2 6.733 5.425 .54 .15 0 P25 .00 .00 25 0 0 0 0 0
==================================================================================================================================
Viga= 128 V128 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 2.72 /B= .14 /H= .40 /BCs= .55 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.62 PMin= 1.41 Inicio= .00 Compr= 2.72
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 2.9 tf* m | M.[+] Max= 1.4 tf* m - Abcis.= 90 | M.[-] = 1.2 tf* m
[tf,cm]| As = 2.93 -SRAS- [ 4 B 10.0mm] | AsL= .00 ------ Flecha= .3 | As = 1.75 -SRAS- [ 3 B 10.0mm]
| AsL= .00 ------ x/d = .22 | As = 1.45 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .13
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= .9 |
[tf,cm]| Bit.Fiss.= 1.9 M[-]Min= 180.8 | Bit.Fiss.= 1.2 M[+]Min= 94.0 | Bit.Fiss.= 1.0 M[-]Min= 180.8
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 251. 4.25 21.87 2 45. .3 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 251. .01 .66 5 5.1 5.1 31.1 .1 .0 .0 .0 .20
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 3 /L= 2.22 /B= .14 /H= .40 /BCs= .41 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= 1.28 PMin= 1.08 Inicio= .00 Compr= 2.22
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 1.0 tf* m | M.[+] Max= 1.3 tf* m - Abcis.= 185 | M.[-] = 2.2 tf* m
[tf,cm]| As = 1.38 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .2 | As = 2.10 -SRAS- [ 3 B 10.0mm]
| AsL= .00 ------ x/d = .10 | As = 1.24 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .15
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= .7 |
[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 146.1 | Bit.Fiss.= 1.0 M[+]Min= 89.2 | Bit.Fiss.= 1.4 M[-]Min= 146.1
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 201. 3.36 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
70
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 201. .02 .66 5 5.1 5.1 31.1 .1 .0 .0 .0 .18
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 4 /L= .89 /B= .14 /H= .40 /BCs= .32 /BCi= .00 /TpS= 8 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .01 PMin= .01 Inicio= .00 Compr= .26
2- Parc.Dist.PMax= .68 PMin= .66 Inicio= .26 Compr= .62
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO | M[-]= .90 tf* m | As = 1.10 -SRAS- [ 2 B 10.0mm] | Flecha = .0
BAL.DIR | x/d = .08 | AsL= .00 - | Flecha Adm.= .6
[tf,cm] | M[-]Min= 117.3 - x/dMx =1.00 | Bit.de Fiss.= 36.7 | % Baric.Armad.= 3
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 51. .59 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 3.031 1.452 .54 .15 0 P15 .00 .00 15 0 0 0 0 0
2 3.744 3.407 .19 .00 1 P10 .00 .00 10 0 0 0 0 0
3 2.567 .784 .50 .13 0 P5 .00 .00 5 0 0 0 0 0
==================================================================================================================================
Viga= 129 V129 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 5.03 /B= .14 /H= .40 /BCs= .52 /BCi= .00 /TpS= 8 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .22 PMin= .16 Inicio= .00 Compr= 2.48
2- Parc.Dist.PMax= .35 PMin= .29 Inicio= 2.48 Compr= 2.55
3- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 5.03
4- Reac.Ind. PMax= 2.87 PMin= 2.72 Aplic.= 2.48 Bw Ap= .14 D.Ver= .40 Viga= 118 Apoio= 3
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 2.0 tf* m | M.[+] Max= 3.4 tf* m - Abcis.= 257 | M.[-] = 5.1 tf* m
[tf,cm]| As = 2.01 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= 1.4 | As = 6.03 -SRAS- [ 2 B 20.0mm]
| AsL= .00 ------ x/d = .14 | As = 3.29 -STAS- [ 3 B 12.5mm ] | AsL= .00 ------ x/d = .46
| x/dMx= .50 | Arm.Lat.=[2 X 2 B 5.0mm] - LN= 2.2 | x/dMx= .50
| | Fle.Adm.= 1.7 |
[tf,cm]| Bit.Fiss.= 1.3 M[-]Min= 121.0 | Bit.Fiss.= 2.1 M[+]Min= 93.1 | Bit.Fiss.= 3.2 M[-]Min= 173.5
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 213. 4.57 21.87 2 45. .6 1.4 2.5 6.3 20.0 2 .0 .0
213.- 264. 3.25 21.87 2 45. .0 1.4 3.6 6.3 15.0 2 .0 1.8
264.- 372. 4.69 21.87 2 45. .7 1.4 2.0 6.3 20.0 2 .0 .0
372.- 481. 6.38 21.87 2 45. 2.2 1.4 3.5 6.3 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 213. .13 .66 5 5.1 5.1 31.1 1.0 1.1 .0 .3 .41
213.- 264. .13 .66 5 5.1 5.1 31.1 .9 1.1 .0 .3 .34
264.- 372. .09 .66 5 5.1 5.1 31.1 .7 1.1 .0 .2 .35
372.- 481. .09 .66 5 5.1 5.1 31.1 .7 1.1 .0 .2 .43
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 3 /L= 2.33 /B= .14 /H= .40 /BCs= .28 /BCi= .00 /TpS= 8 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .79 PMin= .74 Inicio= .00 Compr= 2.33
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 3.3 tf* m | M.[+] Max= 1.9 tf* m - Abcis.= 259 | M.[-] = 1.4 tf* m
[tf,cm]| As = 3.54 -SRAS- [ 2 B 20.0mm] | AsL= .00 ------ Flecha= .2 | As = 1.29 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .27 | As = 1.76 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .09
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= .8 |
[tf,cm]| Bit.Fiss.= 2.1 M[-]Min= 112.1 | Bit.Fiss.= 1.2 M[+]Min= 82.8 | Bit.Fiss.= 1.0 M[-]Min= 112.1
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 209. 4.38 21.87 2 45. .4 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 209. .01 .66 5 5.1 5.1 31.1 .1 .0 .0 .0 .22
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 4 /L= 2.43 /B= .14 /H= .40 /BCs= .29 /BCi= .00 /TpS= 8 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .79 PMin= .74 Inicio= .00 Compr= 2.43
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 1.8 tf* m | M.[+] Max= 1.4 tf* m - Abcis.= 0 | M.[-] = 2.5 tf* m
[tf,cm]| As = 1.69 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .2 | As = 2.43 -SRAS- [ 2 B 12.5mm]
| AsL= .00 ------ x/d = .12 | As = 1.30 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .18
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= .8 |
[tf,cm]| Bit.Fiss.= 1.2 M[-]Min= 113.8 | Bit.Fiss.= 1.0 M[+]Min= 83.2 | Bit.Fiss.= 1.6 M[-]Min= 113.8
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 219. 3.59 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 219. .03 .66 5 5.1 5.1 31.1 .2 .0 .0 .0 .20
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 5 /L= 4.64 /B= .14 /H= .40 /BCs= .49 /BCi= .00 /TpS= 8 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .35 PMin= .29 Inicio= .00 Compr= 2.45
2- Parc.Dist.PMax= .22 PMin= .16 Inicio= 2.45 Compr= 2.19
3- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 4.64
4- Reac.Ind. PMax= 2.91 PMin= 1.40 Aplic.= 2.45 Bw Ap= .14 D.Ver= .40 Viga= 103 Apoio= 3
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 4.2 tf* m | M.[+] Max= 2.4 tf* m - Abcis.= 238 | M.[-] = 4.0 tf* m
[tf,cm]| As = 4.64 -SRAS- [ 4 B 12.5mm] | AsL= .00 ------ Flecha= 1.2 | As = 4.39 -SRAS- [ 4 B 12.5mm]
| AsL= .00 ------ x/d = .34 | As = 2.31 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .33
| x/dMx= .50 | Arm.Lat.=[2 X 2 B 5.0mm] - LN= 1.7 | x/dMx= .50
| | Fle.Adm.= 1.5 |
[tf,cm]| Bit.Fiss.= 2.7 M[-]Min= 166.6 | Bit.Fiss.= 1.6 M[+]Min= 92.2 | Bit.Fiss.= 2.6 M[-]Min= 159.2
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 208. 5.43 21.87 2 45. 1.3 1.4 2.9 6.3 20.0 2 .0 .0
208.- 258. 2.55 21.87 2 45. .0 1.4 3.6 6.3 15.0 2 .0 1.9
258.- 440. 5.15 21.87 2 45. 1.1 1.4 2.9 6.3 20.0 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
71
[tf,cm] 0.- 208. .11 .66 5 5.1 5.1 31.1 .8 1.1 .0 .2 .41
208.- 258. .12 .66 5 5.1 5.1 31.1 .9 1.1 .0 .3 .30
258.- 440. .12 .66 5 5.1 5.1 31.1 .9 1.1 .0 .3 .42
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 3.261 2.742 .19 .00 0 P32 .00 .00 32 0 0 0 0 0
2 6.986 4.727 .50 .13 0 P26 .00 .00 26 0 0 0 0 0
3 .993 .720 .50 .13 0 P20 .00 .00 20 0 0 0 0 0
4 5.139 3.686 .50 .13 0 P16 .00 .00 16 0 0 0 0 0
5 3.682 2.420 .50 .13 0 P6 .00 .00 6 0 0 0 0 0
==================================================================================================================================
3.2.1.5 Vigas da fundação
ACRTS-ASSOC.CULT.RENOV.TEC.SOROCABANA R E L G E R - Relatorio geral de vigas (V11 ) Pg 1
ROD.SEN.JOSE ERMIRIO DE MORAES, KM.1,5 SOROCABA 18110-000 SP 33538300
T Q S Projeto: 0002 - Fundação 14/01/16
CAD/Vigas 18:28:44
-----------------------------------------------------------------------------------------------------------------------------------
fck=250.kgf/cm2 - Aco: CA-60B CA-50A - Esforcos Caracteristicos
Viga= 1 VB1 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 3.19 /B= .14 /H= .40 /BCs= .00 /BCi= .00 /TpS= 1 /Esp.LS= .00 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 3.19
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 1.9 tf* m | M.[+] Max= 1.5 tf* m - Abcis.= 0 | M.[-] = 1.8 tf* m
[tf,cm]| As = 1.88 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .7 | As = 1.74 -SRAS- [ 3 B 10.0mm]
| AsL= .00 ------ x/d = .14 | As = 1.44 -SRAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .13
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= 1.1 |
[tf,cm]| Bit.Fiss.= 1.3 M[-]Min= 70.4 | Bit.Fiss.= 1.0 M[+]Min= 70.4 | Bit.Fiss.= 1.2 M[-]Min= 70.4
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 295. 2.85 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 295. .01 .66 5 5.1 5.1 31.1 .1 .0 .0 .0 .14
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 3 /L= 2.39 /B= .14 /H= .40 /BCs= .00 /BCi= .00 /TpS= 1 /Esp.LS= .00 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 2.39
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 1.6 tf* m | M.[+] Max= .9 tf* m - Abcis.= 275 | M.[-] = 1.4 tf* m
[tf,cm]| As = 1.49 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .2 | As = 1.36 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .11 | As = .84 -SRAS- [ 2 B 8.0mm ] | AsL= .00 ------ x/d = .10
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= .8 |
[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 70.4 | Bit.Fiss.= 1.0 M[+]Min= 70.4 | Bit.Fiss.= 1.0 M[-]Min= 70.4
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 215. 2.46 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 215. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .12
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 4 /L= 2.84 /B= .14 /H= .40 /BCs= .00 /BCi= .00 /TpS= 1 /Esp.LS= .00 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 2.84
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 1.4 tf* m | M.[+] Max= .7 tf* m - Abcis.= 320 | M.[-] = 1.4 tf* m
[tf,cm]| As = 1.33 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .4 | As = 1.29 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .10 | As = .84 -SRAS- [ 2 B 8.0mm ] | AsL= .00 ------ x/d = .09
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= .9 |
[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 70.4 | Bit.Fiss.= 1.3 M[+]Min= 70.4 | Bit.Fiss.= 1.0 M[-]Min= 70.4
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 260. 2.27 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 260. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .11
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 5 /L= 2.39 /B= .14 /H= .40 /BCs= .00 /BCi= .00 /TpS= 1 /Esp.LS= .00 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 2.39
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 1.5 tf* m | M.[+] Max= .8 tf* m - Abcis.= 0 | M.[-] = 1.5 tf* m
[tf,cm]| As = 1.40 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .2 | As = 1.45 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .10 | As = .84 -SRAS- [ 2 B 8.0mm ] | AsL= .00 ------ x/d = .10
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= .8 |
[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 70.4 | Bit.Fiss.= 1.0 M[+]Min= 70.4 | Bit.Fiss.= 1.0 M[-]Min= 70.4
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 215. 2.41 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 215. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .12
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 6 /L= 3.19 /B= .14 /H= .40 /BCs= .00 /BCi= .00 /TpS= 1 /Esp.LS= .00 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 3.19
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
72
| M.[-] = 1.9 tf* m | M.[+] Max= 1.6 tf* m - Abcis.= 337 | M.[-] = 1.9 tf* m
[tf,cm]| As = 1.80 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .7 | As = 1.79 -SRAS- [ 3 B 10.0mm]
| AsL= .00 ------ x/d = .13 | As = 1.52 -SRAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .13
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= 1.1 |
[tf,cm]| Bit.Fiss.= 1.2 M[-]Min= 70.4 | Bit.Fiss.= 1.1 M[+]Min= 70.4 | Bit.Fiss.= 1.2 M[-]Min= 70.4
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 295. 2.91 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 295. .01 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .14
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 1.804 -.057 .60 .18 0 B1 .00 .00 8001 0 0 0 0 0
2 1.905 1.871 .60 .18 0 B2 .00 .00 8002 0 0 0 0 0
3 1.716 1.329 .60 .18 0 B3 .00 .00 8003 0 0 0 0 0
4 1.717 1.336 .60 .18 0 B4 .00 .00 8004 0 0 0 0 0
5 1.923 1.880 .60 .18 0 B5 .00 .00 8005 0 0 0 0 0
6 1.760 -.103 .60 .18 0 B6 .00 .00 8006 0 0 0 0 0
==================================================================================================================================
Viga= 2 VB2 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 2.39 /B= .14 /H= .40 /BCs= .00 /BCi= .00 /TpS= 1 /Esp.LS= .00 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 2.39
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 4.9 tf* m | M.[+] Max= 4.7 tf* m - Abcis.= 0 | M.[-] = 2.9 tf* m
[tf,cm]| As = 6.18 -SRAS- [ 3 B 16.0mm] | AsL= .00 ------ Flecha= .5 | As = 3.02 -SRAS- [ 4 B 10.0mm]
| AsL= .00 ------ x/d = .49 | As = 5.21 -SRAS- [ 3 B 16.0mm ] | AsL= .00 ------ x/d = .22
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= .8 |
| % Baric.Armad.= 11 *** | % Baric.Armad.= 5 | % Baric.Armad.= 5
[tf,cm]| Bit.Fiss.= 3.2 M[-]Min= 70.4 | Bit.Fiss.= 2.8 M[+]Min= 70.4 | Bit.Fiss.= 1.9 M[-]Min= 70.4
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 215. 5.52 21.87 2 45. 1.4 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 215. .03 .66 5 5.1 5.1 31.1 .2 .0 .0 .0 .29
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 3 /L= 2.84 /B= .14 /H= .40 /BCs= .00 /BCi= .00 /TpS= 1 /Esp.LS= .00 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 2.84
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = .6 tf* m | M.[+] Max= .2 tf* m - Abcis.= 186 | M.[-] = .6 tf* m
[tf,cm]| As = .84 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = .84 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .05 | As = .84 -SRAS- [ 2 B 8.0mm ] | AsL= .00 ------ x/d = .05
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= .9 |
[tf,cm]| Bit.Fiss.= 1.7 M[-]Min= 70.4 | Bit.Fiss.= 14.2 M[+]Min= 70.4 | Bit.Fiss.= 1.7 M[-]Min= 70.4
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 260. 1.43 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 4 /L= 2.39 /B= .14 /H= .40 /BCs= .00 /BCi= .00 /TpS= 1 /Esp.LS= .00 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 2.39
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 3.1 tf* m | M.[+] Max= 4.9 tf* m - Abcis.= 257 | M.[-] = 4.7 tf* m
[tf,cm]| As = 3.15 -SRAS- [ 4 B 10.0mm] | AsL= .00 ------ Flecha= .5 | As = 5.85 -SRAS- [ 3 B 16.0mm]
| AsL= .00 ------ x/d = .23 | As = 5.36 -SRAS- [ 3 B 16.0mm ] | AsL= .00 ------ x/d = .47
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= .8 |
| % Baric.Armad.= 5 | % Baric.Armad.= 4 | % Baric.Armad.= 11 ***
[tf,cm]| Bit.Fiss.= 2.0 M[-]Min= 70.4 | Bit.Fiss.= 2.9 M[+]Min= 70.4 | Bit.Fiss.= 3.0 M[-]Min= 70.4
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 215. 5.71 21.87 2 45. 1.6 1.4 1.6 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 215. .03 .66 5 5.1 5.1 31.1 .2 .0 .0 .0 .30
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 3.695 -2.427 .60 .18 0 B8 .00 .00 8008 0 0 0 0 0
2 4.894 -1.509 .60 .18 0 B7 .00 .00 8007 0 0 0 0 0
3 5.026 -1.386 .60 .18 0 B9 .00 .00 8009 0 0 0 0 0
4 3.567 -2.563 .60 .18 0 B10 .00 .00 8010 0 0 0 0 0
==================================================================================================================================
Viga= 3 VB3 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 2.75 /B= .14 /H= .40 /BCs= .00 /BCi= .00 /TpS= 1 /Esp.LS= .00 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 2.75
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = .2 tf* m | M.[+] Max= .4 tf* m - Abcis.= 91 | M.[-] = .6 tf* m
[tf,cm]| As = .84 -SRAS- [ 2 B 8.0mm] | AsL= .00 ------ Flecha= .2 | As = .84 -SRAS- [ 2 B 8.0mm]
| AsL= .00 ------ x/d = .05 | As = .84 -SRAS- [ 2 B 8.0mm ] | AsL= .00 ------ x/d = .05
| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= .9 |
[tf,cm]| Bit.Fiss.= 22.4 M[-]Min= 70.4 | Bit.Fiss.= 4.2 M[+]Min= 70.4 | Bit.Fiss.= 1.7 M[-]Min= 70.4
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 261. 1.51 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 261. .01 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .08
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 3 /L= 3.20 /B= .14 /H= .40 /BCs= .00 /BCi= .00 /TpS= 1 /Esp.LS= .00 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 3.20
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
73
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = .6 tf* m | M.[+] Max= .3 tf* m - Abcis.= 160 | M.[-] = .6 tf* m
[tf,cm]| As = .84 -SRAS- [ 2 B 8.0mm] | AsL= .00 ------ Flecha= .2 | As = .84 -SRAS- [ 2 B 8.0mm]
| AsL= .00 ------ x/d = .05 | As = .84 -SRAS- [ 2 B 8.0mm ] | AsL= .00 ------ x/d = .05
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= 1.1 |
[tf,cm]| Bit.Fiss.= 1.8 M[-]Min= 70.4 | Bit.Fiss.= 6.4 M[+]Min= 70.4 | Bit.Fiss.= 1.8 M[-]Min= 70.4
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 306. 1.37 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 306. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .06
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 4 /L= 2.75 /B= .14 /H= .40 /BCs= .00 /BCi= .00 /TpS= 1 /Esp.LS= .00 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 2.75
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = .6 tf* m | M.[+] Max= .4 tf* m - Abcis.= 183 | M.[-] = .2 tf* m
[tf,cm]| As = .84 -SRAS- [ 2 B 8.0mm] | AsL= .00 ------ Flecha= .2 | As = .84 -SRAS- [ 2 B 8.0mm]
| AsL= .00 ------ x/d = .05 | As = .84 -SRAS- [ 2 B 8.0mm ] | AsL= .00 ------ x/d = .05
| x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50
| | Fle.Adm.= .9 |
[tf,cm]| Bit.Fiss.= 1.7 M[-]Min= 70.4 | Bit.Fiss.= 4.2 M[+]Min= 70.4 | Bit.Fiss.= 22.9 M[-]Min= 70.4
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 261. 1.52 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 261. .01 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .08
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 .715 .598 .14 .00 2 VB7 .00 .00 0 0 0 0 0 0
2 2.059 1.936 .14 .00 2 VB8 .00 .00 0 0 0 0 0 0
3 2.066 1.931 .14 .00 2 VB9 .00 .00 0 0 0 0 0 0
4 .719 .590 .14 .00 2 VB10 .00 .00 0 0 0 0 0 0
==================================================================================================================================
Viga= 4 VB4 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 3.19 /B= .14 /H= .40 /BCs= .00 /BCi= .00 /TpS= 1 /Esp.LS= .00 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 3.19
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 2.1 tf* m | M.[+] Max= 1.6 tf* m - Abcis.= 0 | M.[-] = 2.0 tf* m
[tf,cm]| As = 2.06 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .7 | As = 1.90 -SRAS- [ 3 B 10.0mm]
| AsL= .00 ------ x/d = .15 | As = 1.52 -SRAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .14
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= 1.1 |
[tf,cm]| Bit.Fiss.= 1.4 M[-]Min= 70.4 | Bit.Fiss.= 1.1 M[+]Min= 70.4 | Bit.Fiss.= 1.3 M[-]Min= 70.4
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 295. 2.96 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 295. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .14
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 3 /L= 2.39 /B= .14 /H= .40 /BCs= .00 /BCi= .00 /TpS= 1 /Esp.LS= .00 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 2.39
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 1.7 tf* m | M.[+] Max= 1.0 tf* m - Abcis.= 275 | M.[-] = 1.6 tf* m
[tf,cm]| As = 1.66 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .3 | As = 1.53 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .12 | As = .98 -SRAS- [ 2 B 8.0mm ] | AsL= .00 ------ x/d = .11
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= .8 |
[tf,cm]| Bit.Fiss.= 1.1 M[-]Min= 70.4 | Bit.Fiss.= 1.0 M[+]Min= 70.4 | Bit.Fiss.= 1.1 M[-]Min= 70.4
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 215. 2.65 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 215. .01 .66 5 5.1 5.1 31.1 .1 .0 .0 .0 .14
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 4 /L= 2.84 /B= .14 /H= .40 /BCs= .00 /BCi= .00 /TpS= 1 /Esp.LS= .00 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 2.84
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 1.6 tf* m | M.[+] Max= .9 tf* m - Abcis.= 320 | M.[-] = 1.5 tf* m
[tf,cm]| As = 1.50 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .5 | As = 1.42 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .11 | As = .84 -SRAS- [ 2 B 8.0mm ] | AsL= .00 ------ x/d = .10
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= .9 |
[tf,cm]| Bit.Fiss.= 1.1 M[-]Min= 70.4 | Bit.Fiss.= 1.0 M[+]Min= 70.4 | Bit.Fiss.= 1.0 M[-]Min= 70.4
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 260. 2.43 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 260. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .11
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 5 /L= 2.39 /B= .14 /H= .40 /BCs= .00 /BCi= .00 /TpS= 1 /Esp.LS= .00 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 2.39
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 1.7 tf* m | M.[+] Max= 1.0 tf* m - Abcis.= 0 | M.[-] = 1.7 tf* m
[tf,cm]| As = 1.62 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .3 | As = 1.58 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .12 | As = .90 -SRAS- [ 2 B 8.0mm ] | AsL= .00 ------ x/d = .11
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= .8 |
[tf,cm]| Bit.Fiss.= 1.1 M[-]Min= 70.4 | Bit.Fiss.= 1.0 M[+]Min= 70.4 | Bit.Fiss.= 1.1 M[-]Min= 70.4
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
74
[tf,cm] 0.- 215. 2.57 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 215. .01 .66 5 5.1 5.1 31.1 .1 .0 .0 .0 .14
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 6 /L= 3.19 /B= .14 /H= .40 /BCs= .00 /BCi= .00 /TpS= 1 /Esp.LS= .00 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 3.19
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 2.0 tf* m | M.[+] Max= 1.7 tf* m - Abcis.= 337 | M.[-] = 2.0 tf* m
[tf,cm]| As = 1.97 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .7 | As = 1.97 -SRAS- [ 3 B 10.0mm]
| AsL= .00 ------ x/d = .14 | As = 1.63 -SRAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .14
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= 1.1 |
[tf,cm]| Bit.Fiss.= 1.3 M[-]Min= 70.4 | Bit.Fiss.= 1.1 M[+]Min= 70.4 | Bit.Fiss.= 1.3 M[-]Min= 70.4
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 295. 3.03 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 295. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .14
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 1.910 -.134 .60 .18 0 B11 .00 .00 8011 0 0 0 0 0
2 1.949 1.774 .60 .18 0 B21 .00 .00 8021 0 0 0 0 0
3 1.800 1.302 .60 .18 0 B24 .00 .00 8024 0 0 0 0 0
4 1.805 1.299 .60 .18 0 B25 .00 .00 8025 0 0 0 0 0
5 1.936 1.762 .60 .18 0 B26 .00 .00 8026 0 0 0 0 0
6 1.863 -.185 .60 .18 0 B12 .00 .00 8012 0 0 0 0 0
==================================================================================================================================
Viga= 5 VB5 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 2.84 /B= .14 /H= .40 /BCs= .00 /BCi= .00 /TpS= 1 /Esp.LS= .00 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 2.84
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 3.7 tf* m | M.[+] Max= 3.3 tf* m - Abcis.= 284 | M.[-] = 3.6 tf* m
[tf,cm]| As = 4.06 -SRAS- [ 2 B 16.0mm] | AsL= .00 ------ Flecha= .6 | As = 3.73 -SRAS- [ 3 B 12.5mm]
| AsL= .00 ------ x/d = .31 | As = 3.33 -SRAS- [ 3 B 12.5mm ] | AsL= .00 ------ x/d = .27
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= .9 |
[tf,cm]| Bit.Fiss.= 2.4 M[-]Min= 70.4 | Bit.Fiss.= 2.1 M[+]Min= 70.4 | Bit.Fiss.= 2.3 M[-]Min= 70.4
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 260. 4.67 21.87 2 45. .7 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 260. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .22
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 3.331 -1.510 .60 .18 0 B31 .00 .00 8031 0 0 0 0 0
2 3.242 -1.599 .60 .18 0 B32 .00 .00 8032 0 0 0 0 0
==================================================================================================================================
Viga= 6 VB6 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 4.54 /B= .14 /H= .40 /BCs= .00 /BCi= .00 /TpS= 1 /Esp.LS= .00 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 4.54
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 2.3 tf* m | M.[+] Max= .9 tf* m - Abcis.= 113 | M.[-] = 2.3 tf* m
[tf,cm]| As = 2.27 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= 1.3 | As = 2.28 -SRAS- [ 3 B 10.0mm]
| AsL= .00 ------ x/d = .17 | As = .84 -SRAS- [ 2 B 8.0mm ] | AsL= .00 ------ x/d = .17
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= 1.5 |
[tf,cm]| Bit.Fiss.= 1.5 M[-]Min= 70.4 | Bit.Fiss.= 1.0 M[+]Min= 70.4 | Bit.Fiss.= 1.5 M[-]Min= 70.4
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 430. 2.77 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 430. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .13
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 1.960 .791 .60 .18 0 B11 .00 .00 8011 0 0 0 0 0
2 1.979 .810 .60 .18 0 B1 .00 .00 8001 0 0 0 0 0
==================================================================================================================================
Viga= 7 VB7 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 2.06 /B= .14 /H= .40 /BCs= .00 /BCi= .00 /TpS= 1 /Esp.LS= .00 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 2.06
2- Reac.Ind. PMax= .72 PMin= .60 Aplic.= .87 Bw Ap= .14 D.Ver= .40 Viga= 3 Apoio= 1
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 1.9 tf* m | M.[+] Max= 1.7 tf* m - Abcis.= 0 | M.[-] = 1.1 tf* m
[tf,cm]| As = 1.90 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .3 | As = 1.07 -SRAS- [ 3 B 8.0mm]
| AsL= .00 ------ x/d = .13 | As = 1.67 -SRAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .07
| x/dMx= .50 | Arm.Lat.=[2 X 2 B 6.3mm] - LN= 4.1 | x/dMx= .50
| | Fle.Adm.= .7 |
[tf,cm]| Bit.Fiss.= 1.3 M[-]Min= 70.4 | Bit.Fiss.= 1.1 M[+]Min= 70.4 | Bit.Fiss.= 1.0 M[-]Min= 70.4
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 182. 3.14 21.87 2 45. .0 1.4 3.0 6.3 20.0 2 .0 .5
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 182. .18 .66 5 5.1 5.1 31.1 1.3 1.1 .1 .4 .41
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 3 /L= 1.99 /B= .14 /H= .40 /BCs= .00 /BCi= .00 /TpS= 1 /Esp.LS= .00 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 1.99
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
75
| M.[-] = .7 tf* m | M.[+] Max= 1.5 tf* m - Abcis.= 217 | M.[-] = 1.5 tf* m
[tf,cm]| As = .88 -SRAS- [ 2 B 8.0mm] | AsL= .00 ------ Flecha= .2 | As = 1.48 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .05 | As = 1.42 -SRAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .10
| x/dMx= .50 | Arm.Lat.=[2 X 1 B 6.3mm] - LN= 3.5 | x/dMx= .50
| | Fle.Adm.= .7 |
[tf,cm]| Bit.Fiss.= 1.3 M[-]Min= 70.4 | Bit.Fiss.= 1.0 M[+]Min= 70.4 | Bit.Fiss.= 1.0 M[-]Min= 70.4
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 175. 2.40 21.87 2 45. .0 1.4 1.5 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 175. .10 .66 5 5.1 5.1 31.1 .7 1.1 .0 .2 .26
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 2.045 -.332 1.50 .63 0 B21 .00 .00 8021 0 0 0 0 0
2 2.160 1.587 .60 .18 0 B8 .00 .00 8008 0 0 0 0 0
3 1.266 -.472 .60 .18 0 B2 .00 .00 8002 0 0 0 0 0
==================================================================================================================================
Viga= 8 VB8 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 3.26 /B= .14 /H= .40 /BCs= .00 /BCi= .00 /TpS= 1 /Esp.LS= .00 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 3.26
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 2.6 tf* m | M.[+] Max= 1.8 tf* m - Abcis.= 0 | M.[-] = 2.5 tf* m
[tf,cm]| As = 2.50 -SRAS- [ 2 B 12.5mm] | AsL= .00 ------ Flecha= .9 | As = 2.49 -SRAS- [ 2 B 12.5mm]
| AsL= .00 ------ x/d = .18 | As = 1.70 -SRAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .18
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= 1.1 |
[tf,cm]| Bit.Fiss.= 1.7 M[-]Min= 70.4 | Bit.Fiss.= 1.2 M[+]Min= 70.4 | Bit.Fiss.= 1.7 M[-]Min= 70.4
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 302. 3.27 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 302. .03 .66 5 5.1 5.1 31.1 .2 .0 .0 .0 .19
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 3 /L= 2.06 /B= .14 /H= .40 /BCs= .00 /BCi= .00 /TpS= 1 /Esp.LS= .00 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 2.06
2- Reac.Ind. PMax= 2.06 PMin= 1.94 Aplic.= .87 Bw Ap= .14 D.Ver= .40 Viga= 3 Apoio= 2
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 2.5 tf* m | M.[+] Max= 1.3 tf* m - Abcis.= 0 | M.[-] = 2.5 tf* m
[tf,cm]| As = 2.46 -SRAS- [ 2 B 12.5mm] | AsL= .00 ------ Flecha= .6 | As = 2.52 -SRAS- [ 2 B 12.5mm]
| AsL= .00 ------ x/d = .18 | As = 1.21 -SRAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .18
| x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= 3.0 | x/dMx= .50
| | Fle.Adm.= .7 |
[tf,cm]| Bit.Fiss.= 1.6 M[-]Min= 70.4 | Bit.Fiss.= 1.0 M[+]Min= 70.4 | Bit.Fiss.= 1.7 M[-]Min= 70.4
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 182. 5.03 21.87 2 45. 1.0 1.4 1.9 5.0 20.0 2 .0 1.3
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 182. .05 .66 5 5.1 5.1 31.1 .4 1.1 .0 .2 .31
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 4 /L= 1.99 /B= .14 /H= .40 /BCs= .00 /BCi= .00 /TpS= 1 /Esp.LS= .00 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 1.99
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 2.4 tf* m | M.[+] Max= 2.2 tf* m - Abcis.= 217 | M.[-] = 2.3 tf* m
[tf,cm]| As = 2.36 -SRAS- [ 2 B 12.5mm] | AsL= .00 ------ Flecha= .2 | As = 2.26 -SRAS- [ 3 B 10.0mm]
| AsL= .00 ------ x/d = .17 | As = 2.16 -SRAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .16
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= .7 |
[tf,cm]| Bit.Fiss.= 1.6 M[-]Min= 70.4 | Bit.Fiss.= 1.4 M[+]Min= 70.4 | Bit.Fiss.= 1.5 M[-]Min= 70.4
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 175. 4.14 21.87 2 45. .2 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 175. .02 .66 5 5.1 5.1 31.1 .2 .0 .0 .0 .23
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 2.096 -.314 1.50 .63 0 B31 .00 .00 8031 0 0 0 0 0
2 3.429 2.287 1.50 .63 0 B24 .00 .00 8024 0 0 0 0 0
3 2.601 1.961 .60 .18 0 B7 .00 .00 8007 0 0 0 0 0
4 2.551 -1.698 .60 .18 0 B3 .00 .00 8003 0 0 0 0 0
==================================================================================================================================
Viga= 10 VB10 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 2.06 /B= .14 /H= .40 /BCs= .00 /BCi= .00 /TpS= 1 /Esp.LS= .00 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 2.06
2- Reac.Ind. PMax= .72 PMin= .59 Aplic.= .87 Bw Ap= .14 D.Ver= .40 Viga= 3 Apoio= 4
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 1.9 tf* m | M.[+] Max= 1.6 tf* m - Abcis.= 0 | M.[-] = 1.0 tf* m
[tf,cm]| As = 1.94 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .3 | As = 1.05 -SRAS- [ 3 B 8.0mm]
| AsL= .00 ------ x/d = .14 | As = 1.64 -SRAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .07
| x/dMx= .50 | Arm.Lat.=[2 X 2 B 5.0mm] - LN= 4.0 | x/dMx= .50
| | Fle.Adm.= .7 |
[tf,cm]| Bit.Fiss.= 1.3 M[-]Min= 70.4 | Bit.Fiss.= 1.1 M[+]Min= 70.4 | Bit.Fiss.= 1.0 M[-]Min= 70.4
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 182. 3.10 21.87 2 45. .0 1.4 2.9 6.3 20.0 2 .0 .5
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 182. .17 .66 5 5.1 5.1 31.1 1.2 1.1 .1 .4 .40
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 3 /L= 1.99 /B= .14 /H= .40 /BCs= .00 /BCi= .00 /TpS= 1 /Esp.LS= .00 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 1.99
76
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = .7 tf* m | M.[+] Max= 1.5 tf* m - Abcis.= 217 | M.[-] = 1.5 tf* m
[tf,cm]| As = .88 -SRAS- [ 2 B 8.0mm] | AsL= .00 ------ Flecha= .2 | As = 1.48 -SRAS- [ 2 B 10.0mm]
| AsL= .00 ------ x/d = .05 | As = 1.43 -SRAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .10
| x/dMx= .50 | Arm.Lat.=[2 X 2 B 5.0mm] - LN= 3.6 | x/dMx= .50
| | Fle.Adm.= .7 |
[tf,cm]| Bit.Fiss.= 1.4 M[-]Min= 70.4 | Bit.Fiss.= 1.0 M[+]Min= 70.4 | Bit.Fiss.= 1.0 M[-]Min= 70.4
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 175. 2.39 21.87 2 45. .0 1.4 1.5 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 175. .11 .66 5 5.1 5.1 31.1 .8 1.1 .0 .2 .27
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 2.076 -.308 1.50 .63 0 B26 .00 .00 8026 0 0 0 0 0
2 2.127 1.553 .60 .18 0 B10 .00 .00 8010 0 0 0 0 0
3 1.273 -.470 .60 .18 0 B5 .00 .00 8005 0 0 0 0 0
==================================================================================================================================
Viga= 11 VB11 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 4.54 /B= .14 /H= .40 /BCs= .00 /BCi= .00 /TpS= 1 /Esp.LS= .00 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 4.54
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 2.4 tf* m | M.[+] Max= .9 tf* m - Abcis.= 113 | M.[-] = 2.3 tf* m
[tf,cm]| As = 2.31 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= 1.3 | As = 2.26 -SRAS- [ 3 B 10.0mm]
| AsL= .00 ------ x/d = .17 | As = .84 -SRAS- [ 2 B 8.0mm ] | AsL= .00 ------ x/d = .16
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= 1.5 |
[tf,cm]| Bit.Fiss.= 1.6 M[-]Min= 70.4 | Bit.Fiss.= 1.0 M[+]Min= 70.4 | Bit.Fiss.= 1.5 M[-]Min= 70.4
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 430. 2.77 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 430. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .13
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 1.976 .801 .60 .18 0 B12 .00 .00 8012 0 0 0 0 0
2 1.969 .794 .60 .18 0 B6 .00 .00 8006 0 0 0 0 0
==================================================================================================================================
Viga= 12 VB9 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 2 /L= 3.26 /B= .14 /H= .40 /BCs= .00 /BCi= .00 /TpS= 1 /Esp.LS= .00 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 3.26
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 2.6 tf* m | M.[+] Max= 1.8 tf* m - Abcis.= 0 | M.[-] = 2.5 tf* m
[tf,cm]| As = 2.51 -SRAS- [ 2 B 12.5mm] | AsL= .00 ------ Flecha= .9 | As = 2.49 -SRAS- [ 2 B 12.5mm]
| AsL= .00 ------ x/d = .18 | As = 1.70 -SRAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .18
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= 1.1 |
[tf,cm]| Bit.Fiss.= 1.7 M[-]Min= 70.4 | Bit.Fiss.= 1.2 M[+]Min= 70.4 | Bit.Fiss.= 1.6 M[-]Min= 70.4
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 302. 3.27 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 302. .03 .66 5 5.1 5.1 31.1 .2 .0 .0 .0 .19
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 3 /L= 2.06 /B= .14 /H= .40 /BCs= .00 /BCi= .00 /TpS= 1 /Esp.LS= .00 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 2.06
2- Reac.Ind. PMax= 2.07 PMin= 1.93 Aplic.= .87 Bw Ap= .14 D.Ver= .40 Viga= 3 Apoio= 3
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 2.5 tf* m | M.[+] Max= 1.3 tf* m - Abcis.= 0 | M.[-] = 2.5 tf* m
[tf,cm]| As = 2.46 -SRAS- [ 2 B 12.5mm] | AsL= .00 ------ Flecha= .6 | As = 2.52 -SRAS- [ 2 B 12.5mm]
| AsL= .00 ------ x/d = .18 | As = 1.20 -SRAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .18
| x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= 3.0 | x/dMx= .50
| | Fle.Adm.= .7 |
[tf,cm]| Bit.Fiss.= 1.6 M[-]Min= 70.4 | Bit.Fiss.= 1.0 M[+]Min= 70.4 | Bit.Fiss.= 1.7 M[-]Min= 70.4
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 50. 5.03 21.87 2 45. 1.0 1.4 1.8 5.0 20.0 2 .0 .0
50.- 100. 4.43 21.87 2 45. .5 1.4 2.0 5.0 17.5 2 .0 1.3
100.- 182. 4.69 21.87 2 45. .7 1.4 1.4 5.0 20.0 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 50. .06 .66 5 5.1 5.1 31.1 .4 1.1 .0 .2 .31
50.- 100. .05 .66 5 5.1 5.1 31.1 .3 1.1 .0 .2 .27
100.- 182. .01 .66 5 5.1 5.1 31.1 .1 .0 .0 .0 .23
------------------------------- G E O M E T R I A E C A R G A S -------------------------------
Vao= 4 /L= 1.99 /B= .14 /H= .40 /BCs= .00 /BCi= .00 /TpS= 1 /Esp.LS= .00 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]
Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00
[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 1.99
- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -
FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A
| M.[-] = 2.4 tf* m | M.[+] Max= 2.2 tf* m - Abcis.= 217 | M.[-] = 2.3 tf* m
[tf,cm]| As = 2.38 -SRAS- [ 2 B 12.5mm] | AsL= .00 ------ Flecha= .2 | As = 2.25 -SRAS- [ 3 B 10.0mm]
| AsL= .00 ------ x/d = .17 | As = 2.17 -SRAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .16
| x/dMx= .50 | | x/dMx= .50
| | Fle.Adm.= .7 |
[tf,cm]| Bit.Fiss.= 1.6 M[-]Min= 70.4 | Bit.Fiss.= 1.5 M[+]Min= 70.4 | Bit.Fiss.= 1.5 M[-]Min= 70.4
CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M
[tf,cm] 0.- 175. 4.16 21.87 2 45. .2 1.4 1.4 4.2 17.5 2 .0 .0
T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M
[tf,cm] 0.- 175. .03 .66 5 5.1 5.1 31.1 .2 .0 .0 .0 .23
REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:
1 2.101 -.312 1.50 .63 0 B32 .00 .00 8032 0 0 0 0 0
2 3.428 2.288 1.50 .63 0 B25 .00 .00 8025 0 0 0 0 0
3 2.615 1.969 .60 .18 0 B9 .00 .00 8009 0 0 0 0 0
77
4 2.541 -1.715 .60 .18 0 B4 .00 .00 8004 0 0 0 0 0
==================================================================================================================================
3.2.2 Lajes
3.2.2.1 Lajes da caixa
------------------------------------------------------------------------------
Dimensionamento e detalhamento de lajes -Processo simplificado
T Q S CAD / Lajes V11 14/01/16 18:28:15
C:\TQS\GRUPO 12\Caixa
ACRTS-ASSOC.CULT.RENOV.TEC.SOROCABANA
ROD.SEN.JOSE ERMIRIO DE MORAES, KM.1,5
------------------------------------------------------------------------------
1> $------------------------------------------------------------------------------
2> $ Arquivo REGRAVAVEL. Elimine esta linha para evitar regravação do arquivo.
3> $ CAD/Formas - Gravação automática do arquivo 0006L.LAJ
4> $ Projeto 6 14/01/16 18:28:00
5> $ Pasta C:\TQS\GRUPO 12\Caixa
6> $ ACRTS-ASSOC.CULT.RENOV.TEC.SOROCABANA
7> $ ROD.SEN.JOSE ERMIRIO DE MORAES, KM.1,5
8> $------------------------------------------------------------------------------
9> $
10> PROJETO 6
Critérios gerais
================
Arquivo de critérios ...................... C:\TQS\GRUPO 12\PRJ-0001.INL
Nome do projetista ........................ Identificação do projetista
RECOBR - Recobrimento geral(cm) ........... 2.50
Recobrimento alternativo p/dobras (cm) .... 1.30
FCK, kgf/cm2 .............................. 250.00
Coeficiente de minoração do concreto ...... 1.40
Coeficiente de majoração de esforcos ...... 1.40
Coeficiente de minoração do aco ........... 1.15
Altura mínima de laje (cm) ................ 7.00
Critérios relativos a esforços
==============================
Módulo de elasticidade secante (kgf/cm2)... 238000.00
Majorador de cargas concentradas .......... 1.00
Nome da tabela p/cálculo de esforços ...... BETON20.BIN
KL1 - Critério de engastamentos .......... Engastamentos do CAD/Formas
KL2 - Compensação de momento positivo .... Negativo compensa positivo
KL9 - Critério de cálculo de esforços .... Processo elástico (Czerny)
KL14 - Momento equilibrado negativo min ... No minimo 80% do maior
KL37 - Homogeneização de negativos no apoio Homogeneiza por trecho de viga
KL38 - Flecha - método de ruptura ......... Considera os 4 lados apoiados
KL39 - Equilíbrio de negativos em um apoio. Ponderado p/inverso da inércia
Critérios relativos a armadura de flexão
========================================
ICFINB - Índice de ferros neg no balanço .. 1
ICFNBB - Num bitolas p/ancorar o balanço .. 70
Divisor DCBORD compr negat borda .......... 4.0
DOBDBL compr cm dobra dupla no balanço .... 20.0
DOBSUS compr dobra de susp do negativo .... 10.0
CNGMIN compr mínimo p/ferro negativo ...... 80.0
Bitola p/ lajes armadas em uma direção (mm) .0
Espac. p/ lajes armadas em uma direção (cm) .0
K6 - Verificação de armadura mínima ...... Usa a mínima se necessário
K40 - Cálculo de armadura mínima .......... NBR-6118:2003
KL3 - Ancoragem dos ferros negativos ..... Arma negativo na borda
KL4 - Armadura negativa na borda ......... Arma negativo na borda
KL7 - Alternância dos ferros positivos ... Não alterna ferro positivo
KL8 - Alternância de ferros negativos .... Não alterna ferro negativo
KL11 - Dobras na armadura positiva ........ Coloca dobras só nas bordas
KL18 - Armadura negativa nos apoios ....... Arma negativo em qualquer apoio
KL20 - Cálculo da alternância positiva .... Alternância igual-duas direções
KL21 - H p/cálculo de AS minimo de flexão . AS mínimo flexão usando H total
KL22 - Critério alternativo de AS mínimo .. AS mínimo conforme K40 vigas
KL23 - Número de ferros distribuídos ...... N. de ferros = espaçamentos
KL33 - Extensão do ferro positivo ......... Até as faces externas das vigas
KL35 - Limitação de espacamento em lajes... espaçamento <2H se LY/LX>2
Cálculo de cisalhamento
=======================
K40 - Cálculo de armadura mínima .......... NBR-6118:2003
K50 - Tauc conforme anexo da NBR 7197 ..... Tauc = 0.15 * Raiz (FCK)
KL17 - TALWU1 p/ evitar armar cisalhamento TALWU1 pelo anexo da NBR 7197
Convenção para orientação de lajes
==================================
1 - As lajes são sempre calculadas como retangulares
2 - Os lados são numerados de 1 a 4 no sentido anti-horario
3 - LX se refere aos lados 1 e 3 e LY aos lados 2 e 4
4 - Nas lajes do CAD/Formas, o lado 1 (LX) esta sobre o trecho 1 da laje
11>
12> L1 -
13> LX 575.0 LY 257.5 -
14> LADOS 1 2 3 3 3 4 -
15> ENG EAAA
Laje 1 LX 575.0 LY 257.5 H 10 cm
P .050 tf/m2 G .250 tf/m2 LY/LX .45
KFLEX .060 Flecha .03 cm Flecha LIM .86 cm Hmin 7 cm
KMX 42.5 MX 4.7 tfcm/m
KMY 14.2 MY 14.0 tfcm/m
KMXNEG .00
KMYNEG 8.00
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -24.9
2 A
3 A
78
4 A
16>
17> L2 -
18> LX 575.0 LY 257.5 -
19> LADOS 1 1 1 2 3 4 -
20> ENG EAEA
Laje 2 LX 575.0 LY 257.5 H 10 cm
P .050 tf/m2 G .250 tf/m2 LY/LX .45
KFLEX .031 Flecha .02 cm Flecha LIM .86 cm Hmin 7 cm
KMX 47.0 MX 4.2 tfcm/m
KMY 24.0 MY 8.3 tfcm/m
KMXNEG .00
KMYNEG 12.00
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -16.6
2 A
3 E -16.6
4 A
21>
22> L3 -
23> LX 320.0 LY 75.0 -
24> LADOS 1 2 3 4 -
25> ENG AAEA
Laje 3 LX 320.0 LY 75.0 H 10 cm
P .050 tf/m2 G .250 tf/m2 LY/LX .23
KFLEX .060 Flecha .00 cm Flecha LIM .25 cm Hmin 7 cm
KMX 42.5 MX .4 tfcm/m
KMY 14.2 MY 1.2 tfcm/m
KMXNEG .00
KMYNEG 8.00
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 A
2 A
3 E -2.1
4 A
26>
27> FIM
Momentos negativos equilibrados, por viga
-----------------------------------------
Viga Trecho Laje esq Mom esq Laje dir Mom dir Mom Equil
tfcm/m tfcm/m tfcm/m
401 1 1 .00
2 1 .00
3 1 .00
402 1 1 -24.86 2 -16.58 -20.72
403 1 2 -16.58
2 2 -16.58 3 -2.11 -13.26
3 2 -16.58
404 1 2 .00
2 1 .00
405 1 3 .00
406 1 3 .00
407 1 3 .00
408 1 2 .00
2 1 .00
Momentos equilibrados
---------------------
Laje MX MY M1 M2 M3 M4
tfcm/m tfcm/m tfcm/m tfcm/m tfcm/m tfcm/m
1 4.7 16.1 -20.7
2 4.2 9.9 -16.6 -20.7
3 .4 1.2 -13.3
Cisalhamento
------------
Laje Cortante TALWC TALWD TALWU AS OBS
tf kg/cm2 kg/cm2 kg/cm2 cm2/m
1 .39 6.26 .73 .73
2 .32 6.26 .59 .59
3 .11 6.26 .20 .20
Detalhamento
------------
Laje 1 LX= 575.0 LY= 257.5 H=10.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 4.7 1.50 12 6.3 583 20.0
Y 16.1 1.50 28 6.3 266 20.0
AP 1 -20.7 1.50 6.3 20.0
AP 2 .0 .00 6.3 20.0
AP 3 .0 .00 6.3 20.0
AP 4 .0 .00 6.3 20.0
Laje 2 LX= 575.0 LY= 257.5 H=10.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 4.2 1.50 12 6.3 583 20.0
Y 9.9 1.50 28 6.3 266 20.0
AP 1 -16.6 1.50 6.3 20.0
AP 2 .0 .00 6.3 20.0
AP 3 -20.7 1.50 6.3 20.0
79
AP 4 .0 .00 6.3 20.0
Laje 3 LX= 320.0 LY= 75.0 H=10.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X .4 1.50 3 6.3 328 20.0
Y 1.2 1.50 16 6.3 83 20.0
AP 1 .0 .00 6.3 20.0
AP 2 .0 .00 6.3 20.0
AP 3 -13.3 1.50 6.3 20.0
AP 4 .0 .00 6.3 20.0
Comprimentos dos ferros negativos
---------------------------------
Viga Trecho Laje esq Cmpr esq Laje dir Cmpr dir
cm cm
401 1 1 64.
2 1 64.
3 1 64.
402 1 1 64. 2 64.
403 1 2 64.
2 2 64. 3 64.
3 2 64.
404 1 2 64.
2 1 64.
405 1 3 18.
406 1 3 18.
407 1 3 18.
408 1 2 64.
2 1 64.
3.2.2.2 Lajes da Cobertura
------------------------------------------------------------------------------
Dimensionamento e detalhamento de lajes -Processo simplificado
T Q S CAD / Lajes V11 14/01/16 18:28:12
C:\TQS\GRUPO 12\Cobertura
ACRTS-ASSOC.CULT.RENOV.TEC.SOROCABANA
ROD.SEN.JOSE ERMIRIO DE MORAES, KM.1,5
------------------------------------------------------------------------------
1> $------------------------------------------------------------------------------
2> $ Arquivo REGRAVAVEL. Elimine esta linha para evitar regravação do arquivo.
3> $ CAD/Formas - Gravação automática do arquivo 0005L.LAJ
4> $ Projeto 5 14/01/16 18:27:59
5> $ Pasta C:\TQS\GRUPO 12\Cobertura
6> $ ACRTS-ASSOC.CULT.RENOV.TEC.SOROCABANA
7> $ ROD.SEN.JOSE ERMIRIO DE MORAES, KM.1,5
8> $------------------------------------------------------------------------------
9> $
10> PROJETO 5
Critérios gerais
================
Arquivo de critérios ...................... C:\TQS\GRUPO 12\PRJ-0001.INL
Nome do projetista ........................ Identificação do projetista
RECOBR - Recobrimento geral(cm) ........... 2.50
Recobrimento alternativo p/dobras (cm) .... 1.30
FCK, kgf/cm2 .............................. 250.00
Coeficiente de minoração do concreto ...... 1.40
Coeficiente de majoração de esforcos ...... 1.40
Coeficiente de minoração do aco ........... 1.15
Altura mínima de laje (cm) ................ 7.00
Critérios relativos a esforços
==============================
Módulo de elasticidade secante (kgf/cm2)... 238000.00
Majorador de cargas concentradas .......... 1.00
Nome da tabela p/cálculo de esforços ...... BETON20.BIN
KL1 - Critério de engastamentos .......... Engastamentos do CAD/Formas
KL2 - Compensação de momento positivo .... Negativo compensa positivo
KL9 - Critério de cálculo de esforços .... Processo elástico (Czerny)
KL14 - Momento equilibrado negativo min ... No minimo 80% do maior
KL37 - Homogeneização de negativos no apoio Homogeneiza por trecho de viga
KL38 - Flecha - método de ruptura ......... Considera os 4 lados apoiados
KL39 - Equilíbrio de negativos em um apoio. Ponderado p/inverso da inércia
Critérios relativos a armadura de flexão
========================================
ICFINB - Índice de ferros neg no balanço .. 1
ICFNBB - Num bitolas p/ancorar o balanço .. 70
Divisor DCBORD compr negat borda .......... 4.0
DOBDBL compr cm dobra dupla no balanço .... 20.0
DOBSUS compr dobra de susp do negativo .... 10.0
CNGMIN compr mínimo p/ferro negativo ...... 80.0
Bitola p/ lajes armadas em uma direção (mm) .0
Espac. p/ lajes armadas em uma direção (cm) .0
K6 - Verificação de armadura mínima ...... Usa a mínima se necessário
K40 - Cálculo de armadura mínima .......... NBR-6118:2003
KL3 - Ancoragem dos ferros negativos ..... Arma negativo na borda
KL4 - Armadura negativa na borda ......... Arma negativo na borda
KL7 - Alternância dos ferros positivos ... Não alterna ferro positivo
KL8 - Alternância de ferros negativos .... Não alterna ferro negativo
KL11 - Dobras na armadura positiva ........ Coloca dobras só nas bordas
KL18 - Armadura negativa nos apoios ....... Arma negativo em qualquer apoio
KL20 - Cálculo da alternância positiva .... Alternância igual-duas direções
KL21 - H p/cálculo de AS minimo de flexão . AS mínimo flexão usando H total
KL22 - Critério alternativo de AS mínimo .. AS mínimo conforme K40 vigas
KL23 - Número de ferros distribuídos ...... N. de ferros = espaçamentos
KL33 - Extensão do ferro positivo ......... Até as faces externas das vigas
KL35 - Limitação de espacamento em lajes... espaçamento <2H se LY/LX>2
Cálculo de cisalhamento
=======================
K40 - Cálculo de armadura mínima .......... NBR-6118:2003
K50 - Tauc conforme anexo da NBR 7197 ..... Tauc = 0.15 * Raiz (FCK)
KL17 - TALWU1 p/ evitar armar cisalhamento TALWU1 pelo anexo da NBR 7197
Convenção para orientação de lajes
80
==================================
1 - As lajes são sempre calculadas como retangulares
2 - Os lados são numerados de 1 a 4 no sentido anti-horario
3 - LX se refere aos lados 1 e 3 e LY aos lados 2 e 4
4 - Nas lajes do CAD/Formas, o lado 1 (LX) esta sobre o trecho 1 da laje
11>
12> L1 -
13> LX 275.0 LY 57.5 -
14> LADOS 1 2 3 4 -
15> ENG EALA
*
***001 AVISO: Laje c/bordo livre: VERIFIQUE momento volvente
Laje 1 LX 275.0 LY 57.5 H 8 cm
P .050 tf/m2 G .200 tf/m2 LY/LX .21
KFLEX 1.100 Flecha .00 cm Flecha LIM .19 cm Hmin 7 cm
KMX 7.8 MX 1.1 tfcm/m
KMY 100.0 MY .1 tfcm/m
KMXNEG .00
KMYNEG 2.32
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -3.6
2 A
3 L
4 A
16>
17> L2 -
18> LX 275.0 LY 57.5 -
19> LADOS 1 2 3 4 -
20> ENG EALA
*
***002 AVISO: Laje c/bordo livre: VERIFIQUE momento volvente
Laje 2 LX 275.0 LY 57.5 H 8 cm
P .050 tf/m2 G .200 tf/m2 LY/LX .21
KFLEX 1.100 Flecha .00 cm Flecha LIM .19 cm Hmin 7 cm
KMX 7.8 MX 1.1 tfcm/m
KMY 100.0 MY .1 tfcm/m
KMXNEG .00
KMYNEG 2.32
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -3.6
2 A
3 L
4 A
21>
22> L3 -
23> LX 355.0 LY 250.0 -
24> LADOS 1 2 3 4 -
25> ENG EEAA
Laje 3 LX 355.0 LY 250.0 H 10 cm
P .050 tf/m2 G .250 tf/m2 LY/LX .70
KFLEX .042 Flecha .02 cm Flecha LIM .83 cm Hmin 7 cm
KMX 38.3 MX 4.9 tfcm/m
KMY 21.9 MY 8.6 tfcm/m
KMXNEG 12.56
KMYNEG 9.92
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -18.9
2 E -14.9
3 A
4 A
26>
27> L4 -
28> LX 275.0 LY 250.0 -
29> LADOS 1 2 3 4 -
30> ENG EEEE
Laje 4 LX 275.0 LY 250.0 H 10 cm
P .050 tf/m2 G .250 tf/m2 LY/LX .91
KFLEX .017 Flecha .01 cm Flecha LIM .83 cm Hmin 7 cm
KMX 47.8 MX 3.9 tfcm/m
KMY 40.0 MY 4.7 tfcm/m
KMXNEG 18.40
KMYNEG 17.10
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -11.0
2 E -10.2
3 E -11.0
4 E -10.2
31>
32> L5 -
33> LX 275.0 LY 250.0 -
34> LADOS 1 2 3 4 -
35> ENG EEEE
Laje 5 LX 275.0 LY 250.0 H 10 cm
P .050 tf/m2 G .250 tf/m2 LY/LX .91
KFLEX .017 Flecha .01 cm Flecha LIM .83 cm Hmin 7 cm
KMX 47.8 MX 3.9 tfcm/m
KMY 40.0 MY 4.7 tfcm/m
KMXNEG 18.40
KMYNEG 17.10
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -11.0
2 E -10.2
3 E -11.0
81
4 E -10.2
36>
37> L6 -
38> LX 355.0 LY 250.0 -
39> LADOS 1 2 3 4 -
40> ENG EAAE
Laje 6 LX 355.0 LY 250.0 H 10 cm
P .050 tf/m2 G .250 tf/m2 LY/LX .70
KFLEX .042 Flecha .02 cm Flecha LIM .83 cm Hmin 7 cm
KMX 38.3 MX 4.9 tfcm/m
KMY 21.9 MY 8.6 tfcm/m
KMXNEG 12.56
KMYNEG 9.92
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -18.9
2 A
3 A
4 E -14.9
41>
42> L7 -
43> LX 320.0 LY 445.0 -
44> LADOS 1 2 2 3 4 4 -
45> ENG EEAE
Laje 7 LX 320.0 LY 445.0 H 11 cm
P .101 tf/m2 G .275 tf/m2 LY/LX 1.39
KFLEX .026 Flecha .03 cm Flecha LIM 1.07 cm Hmin 7 cm
KMX 26.9 MX 14.3 tfcm/m
KMY 48.1 MY 8.0 tfcm/m
KMXNEG 12.74
KMYNEG 17.50
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -22.0
2 E -30.3
3 A
4 E -30.3
46>
47> L8 -
48> LX 357.5 LY 290.0 -
49> LADOS 1 2 2 3 4 -
50> ENG EEEA
Laje 8 LX 357.5 LY 290.0 H 10 cm
P .050 tf/m2 G .250 tf/m2 LY/LX .81
KFLEX .023 Flecha .02 cm Flecha LIM .97 cm Hmin 7 cm
KMX 47.7 MX 5.3 tfcm/m
KMY 29.9 MY 8.4 tfcm/m
KMXNEG 17.50
KMYNEG 13.64
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -18.5
2 E -14.4
3 E -18.5
4 A
51>
52> L9 -
53> LX 275.0 LY 310.0 -
54> LADOS 1 1 2 2 3 4 4 -
55> ENG EEEE
Laje 9 LX 275.0 LY 310.0 H 10 cm
P 1.069 tf/m2 G .250 tf/m2 LY/LX 1.13
KFLEX .018 Flecha .06 cm Flecha LIM .92 cm Hmin 7 cm
KMX 38.5 MX 25.9 tfcm/m
KMY 48.1 MY 20.7 tfcm/m
KMXNEG 16.66
KMYNEG 18.24
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -54.7
2 E -59.8
3 E -54.7
4 E -59.8
56>
57> L10 -
58> LX 277.5 LY 310.0 -
59> LADOS 1 1 2 2 3 4 4 -
60> ENG EEEE
Laje 10 LX 277.5 LY 310.0 H 10 cm
P 1.066 tf/m2 G .250 tf/m2 LY/LX 1.12
KFLEX .018 Flecha .06 cm Flecha LIM .93 cm Hmin 7 cm
KMX 39.1 MX 25.9 tfcm/m
KMY 48.0 MY 21.1 tfcm/m
KMXNEG 16.83
KMYNEG 18.30
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -55.4
2 E -60.2
3 E -55.4
4 E -60.2
61>
62> L11 -
63> LX 355.0 LY 290.0 -
64> LADOS 1 2 3 4 1 -
65> ENG EAEE
82
Laje 11 LX 355.0 LY 290.0 H 10 cm
P .050 tf/m2 G .250 tf/m2 LY/LX .82
KFLEX .023 Flecha .02 cm Flecha LIM .97 cm Hmin 7 cm
KMX 47.6 MX 5.3 tfcm/m
KMY 30.1 MY 8.4 tfcm/m
KMXNEG 17.50
KMYNEG 13.71
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -18.4
2 A
3 E -18.4
4 E -14.4
66>
67> L12 -
68> LX 320.0 LY 115.0 -
69> LADOS 1 2 3 4 -
70> ENG EEEE
Laje 12 LX 320.0 LY 115.0 H 8 cm
P 1.339 tf/m2 G .200 tf/m2 LY/LX .36
KFLEX .031 Flecha .01 cm Flecha LIM .38 cm Hmin 7 cm
KMX 57.0 MX 3.6 tfcm/m
KMY 24.0 MY 8.5 tfcm/m
KMXNEG 17.50
KMYNEG 12.00
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -17.0
2 E -11.6
3 E -17.0
4 E -11.6
71>
72> L13 -
73> LX 320.0 LY 108.9 -
74> LADOS 1 2 3 4 -
75> ENG EEEE
Laje 13 LX 320.0 LY 108.9 H 8 cm
P 1.000 tf/m2 G .200 tf/m2 LY/LX .34
KFLEX .031 Flecha .00 cm Flecha LIM .36 cm Hmin 7 cm
KMX 57.0 MX 2.5 tfcm/m
KMY 24.0 MY 5.9 tfcm/m
KMXNEG 17.50
KMYNEG 12.00
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -11.9
2 E -8.1
3 E -11.9
4 E -8.1
76>
77> L14 -
78> LX 502.5 LY 257.5 -
79> LADOS 1 2 3 2 3 4 -
80> ENG EEEA
Laje 14 LX 502.5 LY 257.5 H 10 cm
P .050 tf/m2 G .250 tf/m2 LY/LX .51
KFLEX .030 Flecha .02 cm Flecha LIM .86 cm Hmin 7 cm
KMX 53.4 MX 3.7 tfcm/m
KMY 24.0 MY 8.3 tfcm/m
KMXNEG 17.50
KMYNEG 12.00
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -16.6
2 E -11.4
3 E -16.6
4 A
81>
82> L15 -
83> LX 502.5 LY 257.5 -
84> LADOS 1 2 3 4 3 4 -
85> ENG EAEE
Laje 15 LX 502.5 LY 257.5 H 10 cm
P .050 tf/m2 G .250 tf/m2 LY/LX .51
KFLEX .030 Flecha .02 cm Flecha LIM .86 cm Hmin 7 cm
KMX 53.4 MX 3.7 tfcm/m
KMY 24.0 MY 8.3 tfcm/m
KMXNEG 17.50
KMYNEG 12.00
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -16.6
2 A
3 E -16.6
4 E -11.4
86>
87> L16 -
88> LX 127.5 LY 435.0 -
89> LADOS 1 2 2 3 4 4 -
90> ENG EEEE
Laje 16 LX 127.5 LY 435.0 H 8 cm
P 1.074 tf/m2 G .200 tf/m2 LY/LX 3.41
KFLEX .031 Flecha .01 cm Flecha LIM .42 cm Hmin 7 cm
KMX 24.0 MX 8.6 tfcm/m
KMY 57.0 MY 3.6 tfcm/m
KMXNEG 12.00
83
KMYNEG 17.50
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -11.8
2 E -17.3
3 E -11.8
4 E -17.3
91>
92> L17 -
93> LX 127.5 LY 435.0 -
94> LADOS 1 2 2 3 4 4 -
95> ENG EEEE
Laje 17 LX 127.5 LY 435.0 H 8 cm
P 1.078 tf/m2 G .200 tf/m2 LY/LX 3.41
KFLEX .031 Flecha .01 cm Flecha LIM .42 cm Hmin 7 cm
KMX 24.0 MX 8.7 tfcm/m
KMY 57.0 MY 3.6 tfcm/m
KMXNEG 12.00
KMYNEG 17.50
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -11.9
2 E -17.3
3 E -11.9
4 E -17.3
96>
97> L18 -
98> LX 320.0 LY 341.5 -
99> LADOS 1 2 2 3 4 4 -
100> ENG AEEE
Laje 18 LX 320.0 LY 341.5 H 11 cm
P 1.106 tf/m2 G .275 tf/m2 LY/LX 1.07
KFLEX .020 Flecha .09 cm Flecha LIM 1.07 cm Hmin 7 cm
KMX 34.9 MX 40.6 tfcm/m
KMY 45.1 MY 31.4 tfcm/m
KMXNEG 15.13
KMYNEG 17.83
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 A
2 E -93.5
3 E -79.3
4 E -93.5
101>
102> L19 -
103> LX 502.5 LY 257.5 -
104> LADOS 1 2 1 2 3 4 -
105> ENG EEEA
Laje 19 LX 502.5 LY 257.5 H 10 cm
P .050 tf/m2 G .250 tf/m2 LY/LX .51
KFLEX .030 Flecha .02 cm Flecha LIM .86 cm Hmin 7 cm
KMX 53.4 MX 3.7 tfcm/m
KMY 24.0 MY 8.3 tfcm/m
KMXNEG 17.50
KMYNEG 12.00
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -16.6
2 E -11.4
3 E -16.6
4 A
106>
107> L20 -
108> LX 502.5 LY 257.5 -
109> LADOS 1 4 1 2 3 4 -
110> ENG EAEE
Laje 20 LX 502.5 LY 257.5 H 10 cm
P .050 tf/m2 G .250 tf/m2 LY/LX .51
KFLEX .030 Flecha .02 cm Flecha LIM .86 cm Hmin 7 cm
KMX 53.4 MX 3.7 tfcm/m
KMY 24.0 MY 8.3 tfcm/m
KMXNEG 17.50
KMYNEG 12.00
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -16.6
2 A
3 E -16.6
4 E -11.4
111>
112> L21 -
113> LX 357.5 LY 290.0 -
114> LADOS 1 2 3 3 4 -
115> ENG EEEA
Laje 21 LX 357.5 LY 290.0 H 10 cm
P .050 tf/m2 G .250 tf/m2 LY/LX .81
KFLEX .023 Flecha .02 cm Flecha LIM .97 cm Hmin 7 cm
KMX 47.7 MX 5.3 tfcm/m
KMY 29.9 MY 8.4 tfcm/m
KMXNEG 17.50
KMYNEG 13.64
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -18.5
2 E -14.4
3 E -18.5
84
4 A
116>
117> L22 -
118> LX 275.0 LY 310.0 -
119> LADOS 1 2 2 2 3 3 4 4 -
120> ENG EEEE
Laje 22 LX 275.0 LY 310.0 H 10 cm
P .212 tf/m2 G .250 tf/m2 LY/LX 1.13
KFLEX .018 Flecha .02 cm Flecha LIM .92 cm Hmin 7 cm
KMX 38.5 MX 9.1 tfcm/m
KMY 48.1 MY 7.3 tfcm/m
KMXNEG 16.66
KMYNEG 18.24
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -19.2
2 E -21.0
3 E -19.2
4 E -21.0
121>
122> L23 -
123> LX 277.5 LY 310.0 -
124> LADOS 1 2 2 3 3 4 4 4 -
125> ENG EEEE
Laje 23 LX 277.5 LY 310.0 H 10 cm
P .212 tf/m2 G .250 tf/m2 LY/LX 1.12
KFLEX .018 Flecha .02 cm Flecha LIM .93 cm Hmin 7 cm
KMX 39.1 MX 9.1 tfcm/m
KMY 48.0 MY 7.4 tfcm/m
KMXNEG 16.83
KMYNEG 18.30
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -19.5
2 E -21.2
3 E -19.5
4 E -21.2
126>
127> L24 -
128> LX 355.0 LY 290.0 -
129> LADOS 1 2 3 4 4 -
130> ENG EAEE
Laje 24 LX 355.0 LY 290.0 H 10 cm
P .050 tf/m2 G .250 tf/m2 LY/LX .82
KFLEX .023 Flecha .02 cm Flecha LIM .97 cm Hmin 7 cm
KMX 47.6 MX 5.3 tfcm/m
KMY 30.1 MY 8.4 tfcm/m
KMXNEG 17.50
KMYNEG 13.71
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -18.4
2 A
3 E -18.4
4 E -14.4
131>
132> L25 -
133> LX 320.0 LY 445.0 -
134> LADOS 1 2 2 3 4 4 -
135> ENG AEAE
Laje 25 LX 320.0 LY 445.0 H 11 cm
P .101 tf/m2 G .275 tf/m2 LY/LX 1.39
KFLEX .028 Flecha .03 cm Flecha LIM 1.07 cm Hmin 7 cm
KMX 24.9 MX 15.5 tfcm/m
KMY 47.8 MY 8.1 tfcm/m
KMXNEG 12.32
KMYNEG .00
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 A
2 E -31.3
3 A
4 E -31.3
136>
137> L26 -
138> LX 355.0 LY 250.0 -
139> LADOS 1 2 3 4 -
140> ENG AEEA
Laje 26 LX 355.0 LY 250.0 H 10 cm
P .050 tf/m2 G .250 tf/m2 LY/LX .70
KFLEX .042 Flecha .02 cm Flecha LIM .83 cm Hmin 7 cm
KMX 38.3 MX 4.9 tfcm/m
KMY 21.9 MY 8.6 tfcm/m
KMXNEG 12.56
KMYNEG 9.92
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 A
2 E -14.9
3 E -18.9
4 A
141>
142> L27 -
143> LX 275.0 LY 250.0 -
144> LADOS 1 2 3 4 -
145> ENG EEEE
85
Laje 27 LX 275.0 LY 250.0 H 10 cm
P .050 tf/m2 G .250 tf/m2 LY/LX .91
KFLEX .017 Flecha .01 cm Flecha LIM .83 cm Hmin 7 cm
KMX 47.8 MX 3.9 tfcm/m
KMY 40.0 MY 4.7 tfcm/m
KMXNEG 18.40
KMYNEG 17.10
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -11.0
2 E -10.2
3 E -11.0
4 E -10.2
146>
147> L28 -
148> LX 275.0 LY 250.0 -
149> LADOS 1 2 3 4 -
150> ENG EEEE
Laje 28 LX 275.0 LY 250.0 H 10 cm
P .050 tf/m2 G .250 tf/m2 LY/LX .91
KFLEX .017 Flecha .01 cm Flecha LIM .83 cm Hmin 7 cm
KMX 47.8 MX 3.9 tfcm/m
KMY 40.0 MY 4.7 tfcm/m
KMXNEG 18.40
KMYNEG 17.10
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -11.0
2 E -10.2
3 E -11.0
4 E -10.2
151>
152> L29 -
153> LX 355.0 LY 250.0 -
154> LADOS 1 2 3 4 -
155> ENG AAEE
Laje 29 LX 355.0 LY 250.0 H 10 cm
P .050 tf/m2 G .250 tf/m2 LY/LX .70
KFLEX .042 Flecha .02 cm Flecha LIM .83 cm Hmin 7 cm
KMX 38.3 MX 4.9 tfcm/m
KMY 21.9 MY 8.6 tfcm/m
KMXNEG 12.56
KMYNEG 9.92
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 A
2 A
3 E -18.9
4 E -14.9
156>
157> L30 -
158> LX 275.0 LY 57.5 -
159> LADOS 1 2 3 4 -
160> ENG LAEA
*
***003 AVISO: Laje c/bordo livre: VERIFIQUE momento volvente
Laje 30 LX 275.0 LY 57.5 H 8 cm
P .050 tf/m2 G .200 tf/m2 LY/LX .21
KFLEX 1.100 Flecha .00 cm Flecha LIM .19 cm Hmin 7 cm
KMX 7.8 MX 1.1 tfcm/m
KMY 100.0 MY .1 tfcm/m
KMXNEG .00
KMYNEG 2.32
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 L
2 A
3 E -3.6
4 A
161>
162> L31 -
163> LX 275.0 LY 57.5 -
164> LADOS 1 2 3 4 -
165> ENG LAEA
*
***004 AVISO: Laje c/bordo livre: VERIFIQUE momento volvente
Laje 31 LX 275.0 LY 57.5 H 8 cm
P .050 tf/m2 G .200 tf/m2 LY/LX .21
KFLEX 1.100 Flecha .00 cm Flecha LIM .19 cm Hmin 7 cm
KMX 7.8 MX 1.1 tfcm/m
KMY 100.0 MY .1 tfcm/m
KMXNEG .00
KMYNEG 2.32
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 L
2 A
3 E -3.6
4 A
166>
167> FIM
Momentos negativos equilibrados, por viga
-----------------------------------------
Viga Trecho Laje esq Mom esq Laje dir Mom dir Mom Equil
tfcm/m tfcm/m tfcm/m
86
301 1 3 .00
2 1 -3.56 4 -10.96 -8.77
3 7 .00
4 2 -3.56 5 -10.96 -8.77
5 6 .00
302 1 3 -18.90 8 -18.50 -18.70
2 4 -10.96 9 -54.68 -43.74
303 1 5 -10.96 10 -55.40 -44.32
2 6 -18.90 11 -18.41 -18.65
304 1 7 -22.03 12 -16.96 -18.37
305 1 8 -18.50 14 -16.58 -17.54
306 1 11 -18.41 15 -16.58 -17.49
307 1 9 -54.68 14 -16.58 -43.74
2 9 -54.68 16 -11.84 -43.74
3 12 -16.96 13 -11.86 -14.41
4 10 -55.40 17 -11.87 -44.32
5 10 -55.40 15 -16.58 -44.32
308 1 13 -11.86 18 -79.33 -63.46
309 1 14 -16.58 19 -16.58 -16.58
310 1 15 -16.58 20 -16.58 -16.58
311 1 19 -16.58 22 -19.18 -17.88
2 16 -11.84 22 -19.18 -15.34
312 1 18 .00
313 1 17 -11.87 23 -19.46 -15.57
2 20 -16.58 23 -19.46 -18.02
314 1 19 -16.58 21 -18.50 -17.54
315 1 20 -16.58 24 -18.41 -17.49
316 1 25 .00
317 1 21 -18.50 26 -18.90 -18.70
2 22 -19.18 27 -10.96 -15.34
318 1 23 -19.46 28 -10.96 -15.57
2 24 -18.41 29 -18.90 -18.65
319 1 26 .00
2 27 -10.96 30 -3.56 -8.77
3 25 .00
4 28 -10.96 31 -3.56 -8.77
5 29 .00
320 1 26 .00
2 21 .00
3 19 .00
4 14 .00
5 8 .00
6 3 .00
321 1 30 .00
2 26 -14.93 27 -10.19 -12.56
3 21 -14.42 22 -20.99 -17.70
322 1 8 -14.42 9 -59.84 -47.87
2 3 -14.93 4 -10.19 -12.56
3 1 .00
323 1 19 -11.37 16 -17.26 -15.27
2 14 -11.37 16 -17.26 -15.27
324 1 30 .00
2 27 -10.19 25 -31.29 -25.03
3 22 -20.99 25 -31.29 -25.41
4 22 -20.99
5 22 -20.99 18 -93.51 -74.80
6 16 -17.26 18 -93.51 -74.80
7 16 -17.26 13 -8.13 -13.81
8 9 -59.84 12 -11.63 -47.87
9 9 -59.84 7 -30.26 -47.87
10 4 -10.19 7 -30.26 -24.21
11 1 .00
325 1 31 .00
2 25 -31.29 28 -10.19 -25.03
3 25 -31.29 23 -21.16 -25.51
4 23 -21.16
5 18 -93.51 23 -21.16 -74.80
6 18 -93.51 17 -17.31 -74.80
7 13 -8.13 17 -17.31 -13.85
8 12 -11.63 10 -60.24 -48.19
9 7 -30.26 10 -60.24 -48.19
10 7 -30.26 5 -10.19 -24.21
11 2 .00
326 1 17 -17.31 20 -11.37 -15.30
2 17 -17.31 15 -11.37 -15.30
327 1 31 .00
2 28 -10.19 29 -14.93 -12.56
3 23 -21.16 24 -14.42 -17.79
328 1 10 -60.24 11 -14.42 -48.19
2 5 -10.19 6 -14.93 -12.56
3 2 .00
329 1 29 .00
2 24 .00
3 20 .00
4 15 .00
5 11 .00
6 6 .00
Momentos equilibrados
---------------------
Laje MX MY M1 M2 M3 M4
tfcm/m tfcm/m tfcm/m tfcm/m tfcm/m tfcm/m
1 1.1 .1 -8.8
2 1.1 .1 -8.8
3 6.1 8.7 -18.7 -12.6
4 3.9 5.8 -43.7 -24.2 -8.8 -12.6
5 3.9 5.8 -44.3 -12.6 -8.8 -24.2
6 6.1 8.7 -18.7 -12.6
7 20.4 9.9 -18.4 -48.2 -47.9
8 5.3 8.9 -17.5 -47.9 -18.7
9 37.8 31.7 -43.7 -47.9 -43.7 -47.9
10 38.0 32.2 -44.3 -48.2 -44.3 -48.2
11 5.3 8.8 -17.5 -18.7 -48.2
12 3.6 9.8 -14.4 -48.2 -18.4 -47.9
13 2.5 5.9 -63.5 -13.8 -14.4 -13.8
14 3.7 8.3 -16.6 -15.3 -43.7
15 3.7 8.3 -16.6 -44.3 -15.3
16 11.4 3.6 -15.3 -74.8 -43.7 -15.3
17 11.4 3.6 -15.6 -15.3 -44.3 -74.8
18 59.3 39.3 -74.8 -63.5 -74.8
19 3.7 8.3 -17.9 -15.3 -16.6
20 3.7 8.3 -18.0 -16.6 -15.3
21 5.3 8.9 -18.7 -17.7 -17.5
22 10.7 11.1 -15.3 -74.8 -17.9 -17.7
23 10.8 11.3 -15.6 -17.8 -18.0 -74.8
24 5.3 8.8 -18.7 -17.5 -17.8
25 21.7 8.1 -25.5 -25.4
26 6.1 8.7 -12.6 -18.7
27 3.9 5.8 -8.8 -25.0 -15.3 -12.6
28 3.9 5.8 -8.8 -12.6 -15.6 -25.0
87
29 6.1 8.7 -18.7 -12.6
30 1.1 .1 -8.8
31 1.1 .1 -8.8
Cisalhamento
------------
Laje Cortante TALWC TALWD TALWU AS OBS
tf kg/cm2 kg/cm2 kg/cm2 cm2/m
1 .11 6.38 .28 .28
2 .11 6.38 .28 .28
3 .29 6.26 .55 .55
4 .19 6.26 .36 .36
5 .19 6.26 .36 .36
6 .29 6.26 .55 .55
7 .41 6.21 .67 .68
8 .26 6.26 .49 .49
9 .99 6.26 1.84 1.84
10 .97 6.26 1.82 1.82
11 .26 6.26 .49 .49
12 .67 6.38 1.71 1.71
13 .47 6.38 1.21 1.21
14 .31 6.26 .58 .58
15 .31 6.26 .57 .57
16 .66 6.38 1.67 1.67
17 .64 6.38 1.63 1.63
18 1.35 6.21 2.23 2.23
19 .31 6.26 .57 .57
20 .31 6.26 .57 .57
21 .26 6.26 .49 .49
22 .37 6.26 .69 .69
23 .37 6.26 .69 .69
24 .26 6.26 .49 .49
25 .45 6.21 .74 .74
26 .29 6.26 .55 .55
27 .19 6.26 .36 .36
28 .19 6.26 .36 .36
29 .29 6.26 .55 .55
30 .11 6.38 .28 .28
31 .11 6.38 .28 .28
Detalhamento
------------
Laje 1 LX= 275.0 LY= 57.5 H= 8.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 1.1 1.20 4 5.0 283 15.0
Y .1 1.20 18 5.0 59 15.0
AP 1 -8.8 1.20 6.3 20.0
AP 2 .0 .00 6.3 20.0
AP 3 .0 .00 6.3 20.0
AP 4 .0 .00 6.3 20.0
Laje 2 LX= 275.0 LY= 57.5 H= 8.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 1.1 1.20 4 5.0 283 15.0
Y .1 1.20 18 5.0 59 15.0
AP 1 -8.8 1.20 6.3 20.0
AP 2 .0 .00 6.3 20.0
AP 3 .0 .00 6.3 20.0
AP 4 .0 .00 6.3 20.0
Laje 3 LX= 355.0 LY= 250.0 H=10.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 6.1 1.50 12 6.3 363 20.0
Y 8.7 1.50 17 6.3 258 20.0
AP 1 -18.7 1.50 6.3 20.0
AP 2 -12.6 1.50 6.3 20.0
AP 3 .0 .00 6.3 20.0
AP 4 .0 .00 6.3 20.0
Laje 4 LX= 275.0 LY= 250.0 H=10.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 3.9 1.50 12 6.3 284 20.0
Y 5.8 1.50 13 6.3 259 20.0
AP 1 -43.7 2.04 6.3 15.0
AP 2 -24.2 1.50 6.3 20.0
AP 3 -8.8 1.20 6.3 20.0
AP 4 -12.6 1.50 6.3 20.0
Laje 5 LX= 275.0 LY= 250.0 H=10.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 3.9 1.50 12 6.3 284 20.0
Y 5.8 1.50 13 6.3 259 20.0
AP 1 -44.3 2.07 6.3 15.0
AP 2 -12.6 1.50 6.3 20.0
AP 3 -8.8 1.20 6.3 20.0
AP 4 -24.2 1.50 6.3 20.0
Laje 6 LX= 355.0 LY= 250.0 H=10.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 6.1 1.50 12 6.3 363 20.0
Y 8.7 1.50 17 6.3 258 20.0
AP 1 -18.7 1.50 6.3 20.0
AP 2 .0 .00 6.3 20.0
AP 3 .0 .00 6.3 20.0
88
AP 4 -12.6 1.50 6.3 20.0
Laje 7 LX= 320.0 LY= 445.0 H=11.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 20.4 1.65 29 6.3 329 15.0
Y 9.9 1.65 21 6.3 453 15.0
AP 1 -18.4 1.20 6.3 20.0
AP 2 -48.2 2.26 6.3 12.5
AP 3 .0 .00 6.3 20.0
AP 4 -47.9 2.25 6.3 12.5
Laje 8 LX= 357.5 LY= 290.0 H=10.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 5.3 1.50 15 6.3 357 20.0
Y 8.9 1.50 18 6.3 290 20.0
AP 1 -17.5 1.50 6.3 20.0
AP 2 -47.9 2.25 6.3 12.5
AP 3 -18.7 1.50 6.3 20.0
AP 4 .0 .00 6.3 20.0
Laje 9 LX= 275.0 LY= 310.0 H=10.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 37.8 1.76 21 6.3 275 15.0
Y 31.7 1.50 14 6.3 310 20.0
AP 1 -43.7 2.96 6.3 10.0
AP 2 -47.9 3.33 8.0 15.0
AP 3 -43.7 2.04 6.3 15.0
AP 4 -47.9 2.25 6.3 12.5
Laje 10 LX= 277.5 LY= 310.0 H=10.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 38.0 1.76 21 6.3 277 15.0
Y 32.2 1.50 14 6.3 310 20.0
AP 1 -44.3 3.00 6.3 10.0
AP 2 -48.2 2.26 6.3 12.5
AP 3 -44.3 2.07 6.3 15.0
AP 4 -48.2 3.36 8.0 15.0
Laje 11 LX= 355.0 LY= 290.0 H=10.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 5.3 1.50 15 6.3 355 20.0
Y 8.8 1.50 18 6.3 290 20.0
AP 1 -17.5 1.50 6.3 20.0
AP 2 .0 .00 6.3 20.0
AP 3 -18.7 1.50 6.3 20.0
AP 4 -48.2 2.26 6.3 12.5
Laje 12 LX= 320.0 LY= 115.0 H= 8.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 3.6 1.20 7 5.0 329 15.0
Y 9.8 1.20 21 5.0 124 15.0
AP 1 -14.4 1.20 6.3 20.0
AP 2 -48.2 3.36 8.0 15.0
AP 3 -18.4 1.20 6.3 20.0
AP 4 -47.9 3.33 8.0 15.0
Laje 13 LX= 320.0 LY= 108.9 H= 8.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 2.5 1.20 6 5.0 329 15.0
Y 5.9 1.20 21 5.0 117 15.0
***005 AVISO: Arm dupla no apoio do lado 1 não detalhada: 20.73 cm2
AP 1 -63.5 5.19 10.0 15.0
***006 AVISO: Bitola 10.0 > H/10.
AP 2 -13.8 1.20 6.3 20.0
AP 3 -14.4 1.20 6.3 20.0
AP 4 -13.8 1.20 6.3 20.0
Laje 14 LX= 502.5 LY= 257.5 H=10.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 3.7 1.50 13 6.3 502 20.0
Y 8.3 1.50 26 6.3 257 20.0
AP 1 -16.6 1.50 6.3 20.0
AP 2 -15.3 1.20 6.3 20.0
AP 3 -43.7 2.04 6.3 15.0
AP 4 .0 .00 6.3 20.0
Laje 15 LX= 502.5 LY= 257.5 H=10.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 3.7 1.50 13 6.3 502 20.0
Y 8.3 1.50 26 6.3 257 20.0
AP 1 -16.6 1.50 6.3 20.0
AP 2 .0 .00 6.3 20.0
AP 3 -44.3 2.07 6.3 15.0
AP 4 -15.3 1.20 6.3 20.0
Laje 16 LX= 127.5 LY= 435.0 H= 8.
89
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 11.4 1.20 28 5.0 136 15.0
Y 3.6 1.20 8 5.0 444 15.0
AP 1 -15.3 1.20 6.3 20.0
***007 AVISO: Arm dupla no apoio do lado 2 não detalhada: 58.53 cm2
AP 2 -74.8 7.02 10.0 10.0
***008 AVISO: Bitola 10.0 > H/10.
AP 3 -43.7 2.96 6.3 10.0
AP 4 -15.3 1.20 6.3 20.0
Laje 17 LX= 127.5 LY= 435.0 H= 8.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 11.4 1.20 28 5.0 136 15.0
Y 3.6 1.20 8 5.0 444 15.0
AP 1 -15.6 1.20 6.3 20.0
AP 2 -15.3 1.20 6.3 20.0
AP 3 -44.3 3.00 6.3 10.0
***009 AVISO: Arm dupla no apoio do lado 4 não detalhada: 58.53 cm2
AP 4 -74.8 7.02 10.0 10.0
***010 AVISO: Bitola 10.0 > H/10.
Laje 18 LX= 320.0 LY= 341.5 H=11.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 59.3 2.46 17 8.0 329 20.0
Y 39.3 1.65 21 6.3 350 15.0
AP 1 .0 .00 6.3 20.0
***011 AVISO: Arm dupla no apoio do lado 2 não detalhada: 58.53 cm2
AP 2 -74.8 7.02 10.0 10.0
***012 AVISO: Arm dupla no apoio do lado 3 não detalhada: 20.73 cm2
AP 3 -63.5 5.19 10.0 15.0
***013 AVISO: Arm dupla no apoio do lado 4 não detalhada: 58.53 cm2
AP 4 -74.8 7.02 10.0 10.0
Laje 19 LX= 502.5 LY= 257.5 H=10.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 3.7 1.50 13 6.3 502 20.0
Y 8.3 1.50 26 6.3 257 20.0
AP 1 -17.9 1.50 6.3 20.0
AP 2 -15.3 1.20 6.3 20.0
AP 3 -16.6 1.50 6.3 20.0
AP 4 .0 .00 6.3 20.0
Laje 20 LX= 502.5 LY= 257.5 H=10.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 3.7 1.50 13 6.3 502 20.0
Y 8.3 1.50 26 6.3 257 20.0
AP 1 -18.0 1.50 6.3 20.0
AP 2 .0 .00 6.3 20.0
AP 3 -16.6 1.50 6.3 20.0
AP 4 -15.3 1.20 6.3 20.0
Laje 21 LX= 357.5 LY= 290.0 H=10.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 5.3 1.50 15 6.3 357 20.0
Y 8.9 1.50 18 6.3 290 20.0
AP 1 -18.7 1.50 6.3 20.0
AP 2 -17.7 1.50 6.3 20.0
AP 3 -17.5 1.50 6.3 20.0
AP 4 .0 .00 6.3 20.0
Laje 22 LX= 275.0 LY= 310.0 H=10.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 10.7 1.50 16 6.3 275 20.0
Y 11.1 1.50 14 6.3 310 20.0
AP 1 -15.3 1.50 6.3 20.0
AP 2 -74.8 3.72 10.0 20.0
AP 3 -17.9 1.20 6.3 20.0
AP 4 -17.7 1.50 6.3 20.0
Laje 23 LX= 277.5 LY= 310.0 H=10.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 10.8 1.50 16 6.3 277 20.0
Y 11.3 1.50 14 6.3 310 20.0
AP 1 -15.6 1.50 6.3 20.0
AP 2 -17.8 1.50 6.3 20.0
AP 3 -18.0 1.20 6.3 20.0
AP 4 -74.8 3.72 10.0 20.0
Laje 24 LX= 355.0 LY= 290.0 H=10.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 5.3 1.50 15 6.3 355 20.0
Y 8.8 1.50 18 6.3 290 20.0
AP 1 -18.7 1.50 6.3 20.0
AP 2 .0 .00 6.3 20.0
AP 3 -17.5 1.50 6.3 20.0
AP 4 -17.8 1.50 6.3 20.0
90
Laje 25 LX= 320.0 LY= 445.0 H=11.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 21.7 1.65 29 6.3 329 15.0
Y 8.1 1.65 21 6.3 453 15.0
AP 1 .0 .00 6.3 20.0
AP 2 -25.5 1.50 6.3 20.0
AP 3 .0 .00 6.3 20.0
AP 4 -25.4 1.50 6.3 20.0
Laje 26 LX= 355.0 LY= 250.0 H=10.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 6.1 1.50 12 6.3 363 20.0
Y 8.7 1.50 17 6.3 258 20.0
AP 1 .0 .00 6.3 20.0
AP 2 -12.6 1.50 6.3 20.0
AP 3 -18.7 1.50 6.3 20.0
AP 4 .0 .00 6.3 20.0
Laje 27 LX= 275.0 LY= 250.0 H=10.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 3.9 1.50 12 6.3 284 20.0
Y 5.8 1.50 13 6.3 259 20.0
AP 1 -8.8 1.20 6.3 20.0
AP 2 -25.0 1.50 6.3 20.0
AP 3 -15.3 1.50 6.3 20.0
AP 4 -12.6 1.50 6.3 20.0
Laje 28 LX= 275.0 LY= 250.0 H=10.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 3.9 1.50 12 6.3 284 20.0
Y 5.8 1.50 13 6.3 259 20.0
AP 1 -8.8 1.20 6.3 20.0
AP 2 -12.6 1.50 6.3 20.0
AP 3 -15.6 1.50 6.3 20.0
AP 4 -25.0 1.50 6.3 20.0
Laje 29 LX= 355.0 LY= 250.0 H=10.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 6.1 1.50 12 6.3 363 20.0
Y 8.7 1.50 17 6.3 258 20.0
AP 1 .0 .00 6.3 20.0
AP 2 .0 .00 6.3 20.0
AP 3 -18.7 1.50 6.3 20.0
AP 4 -12.6 1.50 6.3 20.0
Laje 30 LX= 275.0 LY= 57.5 H= 8.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 1.1 1.20 4 5.0 283 15.0
Y .1 1.20 18 5.0 59 15.0
AP 1 .0 .00 6.3 20.0
AP 2 .0 .00 6.3 20.0
AP 3 -8.8 1.20 6.3 20.0
AP 4 .0 .00 6.3 20.0
Laje 31 LX= 275.0 LY= 57.5 H= 8.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 1.1 1.20 4 5.0 283 15.0
Y .1 1.20 18 5.0 59 15.0
AP 1 .0 .00 6.3 20.0
AP 2 .0 .00 6.3 20.0
AP 3 -8.8 1.20 6.3 20.0
AP 4 .0 .00 6.3 20.0
Comprimentos dos ferros negativos
---------------------------------
Viga Trecho Laje esq Cmpr esq Laje dir Cmpr dir
cm cm
301 1 3 62.
2 1 58. 4 62.
3 7 80.
4 2 58. 5 62.
5 6 62.
302 1 3 72. 8 72.
2 4 68. 9 68.
303 1 5 69. 10 69.
2 6 72. 11 72.
304 1 7 80. 12 80.
305 1 8 72. 14 72.
306 1 11 72. 15 72.
307 1 9 72. 14 72.
2 9 68. 16 68.
3 12 28. 13 28.
4 10 69. 17 69.
5 10 72. 15 72.
308 1 13 80. 18 80.
309 1 14 64. 19 64.
310 1 15 64. 20 64.
311 1 19 72. 22 72.
2 16 68. 22 68.
312 1 18 80.
313 1 17 69. 23 69.
2 20 72. 23 72.
314 1 19 72. 21 72.
91
315 1 20 72. 24 72.
316 1 25 80.
317 1 21 72. 26 72.
2 22 68. 27 68.
318 1 23 69. 28 69.
2 24 72. 29 72.
319 1 26 62.
2 27 62. 30 58.
3 25 80.
4 28 62. 31 58.
5 29 62.
320 1 26 62.
2 21 72.
3 19 64.
4 14 64.
5 8 72.
6 3 62.
321 1 30 14.
2 26 62. 27 62.
3 21 72. 22 72.
322 1 8 72. 9 72.
2 3 62. 4 62.
3 1 14.
323 1 19 64. 16 64.
2 14 64. 16 64.
324 1 30 14.
2 27 80. 25 80.
3 22 80. 25 80.
4 22 80.
5 22 80. 18 80.
6 16 80. 18 80.
7 16 80. 13 80.
8 9 80. 12 80.
9 9 80. 7 80.
10 4 80. 7 80.
11 1 14.
325 1 31 14.
2 25 80. 28 80.
3 25 80. 23 80.
4 23 80.
5 18 80. 23 80.
6 18 80. 17 80.
7 13 80. 17 80.
8 12 80. 10 80.
9 7 80. 10 80.
10 7 80. 5 80.
11 2 14.
326 1 17 64. 20 64.
2 17 64. 15 64.
327 1 31 14.
2 28 62. 29 62.
3 23 72. 24 72.
328 1 10 72. 11 72.
2 5 62. 6 62.
3 2 14.
329 1 29 62.
2 24 72.
3 20 64.
4 15 64.
5 11 72.
6 6 62.
3.2.2.3 Lajes do segundo pavimento
------------------------------------------------------------------------------
Dimensionamento e detalhamento de lajes -Processo simplificado
T Q S CAD / Lajes V11 14/01/16 18:28:09
C:\TQS\GRUPO 12\Segundo Pavimento
ACRTS-ASSOC.CULT.RENOV.TEC.SOROCABANA
ROD.SEN.JOSE ERMIRIO DE MORAES, KM.1,5
------------------------------------------------------------------------------
1> $------------------------------------------------------------------------------
2> $ Arquivo REGRAVAVEL. Elimine esta linha para evitar regravação do arquivo.
3> $ CAD/Formas - Gravação automática do arquivo 0004L.LAJ
4> $ Projeto 4 14/01/16 18:27:58
5> $ Pasta C:\TQS\GRUPO 12\Segundo Pavimento
6> $ ACRTS-ASSOC.CULT.RENOV.TEC.SOROCABANA
7> $ ROD.SEN.JOSE ERMIRIO DE MORAES, KM.1,5
8> $------------------------------------------------------------------------------
9> $
10> PROJETO 4
Critérios gerais
================
Arquivo de critérios ...................... C:\TQS\GRUPO 12\PRJ-0001.INL
Nome do projetista ........................ Identificação do projetista
RECOBR - Recobrimento geral(cm) ........... 2.50
Recobrimento alternativo p/dobras (cm) .... 1.30
FCK, kgf/cm2 .............................. 250.00
Coeficiente de minoração do concreto ...... 1.40
Coeficiente de majoração de esforcos ...... 1.40
Coeficiente de minoração do aco ........... 1.15
Altura mínima de laje (cm) ................ 7.00
Critérios relativos a esforços
==============================
Módulo de elasticidade secante (kgf/cm2)... 238000.00
Majorador de cargas concentradas .......... 1.00
Nome da tabela p/cálculo de esforços ...... BETON20.BIN
KL1 - Critério de engastamentos .......... Engastamentos do CAD/Formas
KL2 - Compensação de momento positivo .... Negativo compensa positivo
KL9 - Critério de cálculo de esforços .... Processo elástico (Czerny)
KL14 - Momento equilibrado negativo min ... No minimo 80% do maior
KL37 - Homogeneização de negativos no apoio Homogeneiza por trecho de viga
KL38 - Flecha - método de ruptura ......... Considera os 4 lados apoiados
KL39 - Equilíbrio de negativos em um apoio. Ponderado p/inverso da inércia
Critérios relativos a armadura de flexão
========================================
ICFINB - Índice de ferros neg no balanço .. 1
ICFNBB - Num bitolas p/ancorar o balanço .. 70
Divisor DCBORD compr negat borda .......... 4.0
DOBDBL compr cm dobra dupla no balanço .... 20.0
92
DOBSUS compr dobra de susp do negativo .... 10.0
CNGMIN compr mínimo p/ferro negativo ...... 80.0
Bitola p/ lajes armadas em uma direção (mm) .0
Espac. p/ lajes armadas em uma direção (cm) .0
K6 - Verificação de armadura mínima ...... Usa a mínima se necessário
K40 - Cálculo de armadura mínima .......... NBR-6118:2003
KL3 - Ancoragem dos ferros negativos ..... Arma negativo na borda
KL4 - Armadura negativa na borda ......... Arma negativo na borda
KL7 - Alternância dos ferros positivos ... Não alterna ferro positivo
KL8 - Alternância de ferros negativos .... Não alterna ferro negativo
KL11 - Dobras na armadura positiva ........ Coloca dobras só nas bordas
KL18 - Armadura negativa nos apoios ....... Arma negativo em qualquer apoio
KL20 - Cálculo da alternância positiva .... Alternância igual-duas direções
KL21 - H p/cálculo de AS minimo de flexão . AS mínimo flexão usando H total
KL22 - Critério alternativo de AS mínimo .. AS mínimo conforme K40 vigas
KL23 - Número de ferros distribuídos ...... N. de ferros = espaçamentos
KL33 - Extensão do ferro positivo ......... Até as faces externas das vigas
KL35 - Limitação de espacamento em lajes... espaçamento <2H se LY/LX>2
Cálculo de cisalhamento
=======================
K40 - Cálculo de armadura mínima .......... NBR-6118:2003
K50 - Tauc conforme anexo da NBR 7197 ..... Tauc = 0.15 * Raiz (FCK)
KL17 - TALWU1 p/ evitar armar cisalhamento TALWU1 pelo anexo da NBR 7197
Convenção para orientação de lajes
==================================
1 - As lajes são sempre calculadas como retangulares
2 - Os lados são numerados de 1 a 4 no sentido anti-horario
3 - LX se refere aos lados 1 e 3 e LY aos lados 2 e 4
4 - Nas lajes do CAD/Formas, o lado 1 (LX) esta sobre o trecho 1 da laje
11>
12> L1 -
13> LX 275.0 LY 57.5 -
14> LADOS 1 2 3 4 -
15> ENG EALA
*
***001 AVISO: Laje c/bordo livre: VERIFIQUE momento volvente
Laje 1 LX 275.0 LY 57.5 H 8 cm
P .250 tf/m2 G .200 tf/m2 LY/LX .21
KFLEX 1.100 Flecha .00 cm Flecha LIM .19 cm Hmin 7 cm
KMX 7.8 MX 1.9 tfcm/m
KMY 100.0 MY .1 tfcm/m
KMXNEG .00
KMYNEG 2.32
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -6.4
2 A
3 L
4 A
16>
17> L2 -
18> LX 275.0 LY 57.5 -
19> LADOS 1 2 3 4 -
20> ENG EALA
*
***002 AVISO: Laje c/bordo livre: VERIFIQUE momento volvente
Laje 2 LX 275.0 LY 57.5 H 8 cm
P .250 tf/m2 G .200 tf/m2 LY/LX .21
KFLEX 1.100 Flecha .00 cm Flecha LIM .19 cm Hmin 7 cm
KMX 7.8 MX 1.9 tfcm/m
KMY 100.0 MY .1 tfcm/m
KMXNEG .00
KMYNEG 2.32
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -6.4
2 A
3 L
4 A
21>
22> L3 -
23> LX 355.0 LY 250.0 -
24> LADOS 1 2 3 4 -
25> ENG EEAA
Laje 3 LX 355.0 LY 250.0 H 10 cm
P .250 tf/m2 G .250 tf/m2 LY/LX .70
KFLEX .042 Flecha .03 cm Flecha LIM .83 cm Hmin 7 cm
KMX 38.3 MX 8.2 tfcm/m
KMY 21.9 MY 14.3 tfcm/m
KMXNEG 12.56
KMYNEG 9.92
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -31.5
2 E -24.9
3 A
4 A
26>
27> L4 -
28> LX 275.0 LY 250.0 -
29> LADOS 1 2 3 4 -
30> ENG EEEE
Laje 4 LX 275.0 LY 250.0 H 10 cm
P .250 tf/m2 G .250 tf/m2 LY/LX .91
KFLEX .017 Flecha .01 cm Flecha LIM .83 cm Hmin 7 cm
KMX 47.8 MX 6.5 tfcm/m
KMY 40.0 MY 7.8 tfcm/m
KMXNEG 18.40
KMYNEG 17.10
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
93
1 E -18.3
2 E -17.0
3 E -18.3
4 E -17.0
31>
32> L5 -
33> LX 275.0 LY 250.0 -
34> LADOS 1 2 3 4 -
35> ENG EEEE
Laje 5 LX 275.0 LY 250.0 H 10 cm
P .250 tf/m2 G .250 tf/m2 LY/LX .91
KFLEX .017 Flecha .01 cm Flecha LIM .83 cm Hmin 7 cm
KMX 47.8 MX 6.5 tfcm/m
KMY 40.0 MY 7.8 tfcm/m
KMXNEG 18.40
KMYNEG 17.10
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -18.3
2 E -17.0
3 E -18.3
4 E -17.0
36>
37> L6 -
38> LX 355.0 LY 250.0 -
39> LADOS 1 2 3 4 -
40> ENG EAAE
Laje 6 LX 355.0 LY 250.0 H 10 cm
P .250 tf/m2 G .250 tf/m2 LY/LX .70
KFLEX .042 Flecha .03 cm Flecha LIM .83 cm Hmin 7 cm
KMX 38.3 MX 8.2 tfcm/m
KMY 21.9 MY 14.3 tfcm/m
KMXNEG 12.56
KMYNEG 9.92
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -31.5
2 A
3 A
4 E -24.9
41>
42> L7 -
43> LX 320.0 LY 445.0 -
44> LADOS 1 2 2 3 4 4 -
45> ENG EEAE
Laje 7 LX 320.0 LY 445.0 H 11 cm
P .457 tf/m2 G .275 tf/m2 LY/LX 1.39
KFLEX .026 Flecha .06 cm Flecha LIM 1.07 cm Hmin 7 cm
KMX 26.9 MX 27.8 tfcm/m
KMY 48.1 MY 15.6 tfcm/m
KMXNEG 12.74
KMYNEG 17.50
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -42.8
2 E -58.8
3 A
4 E -58.8
46>
47> L8 -
48> LX 357.5 LY 290.0 -
49> LADOS 1 2 2 3 4 -
50> ENG EEEA
Laje 8 LX 357.5 LY 290.0 H 10 cm
P .574 tf/m2 G .250 tf/m2 LY/LX .81
KFLEX .023 Flecha .06 cm Flecha LIM .97 cm Hmin 7 cm
KMX 47.7 MX 14.5 tfcm/m
KMY 29.9 MY 23.2 tfcm/m
KMXNEG 17.50
KMYNEG 13.64
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -50.8
2 E -39.6
3 E -50.8
4 A
51>
52> L9 -
53> LX 275.0 LY 310.0 -
54> LADOS 1 1 2 2 3 4 4 -
55> ENG EEEE
Laje 9 LX 275.0 LY 310.0 H 10 cm
P .250 tf/m2 G .250 tf/m2 LY/LX 1.13
KFLEX .018 Flecha .02 cm Flecha LIM .92 cm Hmin 7 cm
KMX 38.5 MX 9.8 tfcm/m
KMY 48.1 MY 7.9 tfcm/m
KMXNEG 16.66
KMYNEG 18.24
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -20.7
2 E -22.7
3 E -20.7
4 E -22.7
56>
57> L10 -
94
58> LX 277.5 LY 310.0 -
59> LADOS 1 1 2 2 3 4 4 -
60> ENG EEEE
Laje 10 LX 277.5 LY 310.0 H 10 cm
P .250 tf/m2 G .250 tf/m2 LY/LX 1.12
KFLEX .018 Flecha .02 cm Flecha LIM .93 cm Hmin 7 cm
KMX 39.1 MX 9.9 tfcm/m
KMY 48.0 MY 8.0 tfcm/m
KMXNEG 16.83
KMYNEG 18.30
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -21.0
2 E -22.9
3 E -21.0
4 E -22.9
61>
62> L11 -
63> LX 355.0 LY 290.0 -
64> LADOS 1 2 3 4 1 -
65> ENG EAEE
Laje 11 LX 355.0 LY 290.0 H 10 cm
P .574 tf/m2 G .250 tf/m2 LY/LX .82
KFLEX .023 Flecha .06 cm Flecha LIM .97 cm Hmin 7 cm
KMX 47.6 MX 14.5 tfcm/m
KMY 30.1 MY 23.0 tfcm/m
KMXNEG 17.50
KMYNEG 13.71
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -50.6
2 A
3 E -50.6
4 E -39.6
66>
67> L12 -
68> LX 320.0 LY 115.0 -
69> LADOS 1 2 3 4 -
70> ENG EEEE
Laje 12 LX 320.0 LY 115.0 H 8 cm
P .250 tf/m2 G .200 tf/m2 LY/LX .36
KFLEX .031 Flecha .00 cm Flecha LIM .38 cm Hmin 7 cm
KMX 57.0 MX 1.0 tfcm/m
KMY 24.0 MY 2.5 tfcm/m
KMXNEG 17.50
KMYNEG 12.00
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -5.0
2 E -3.4
3 E -5.0
4 E -3.4
71>
72> L13 -
73> LX 320.0 LY 108.9 -
74> LADOS 1 2 3 4 -
75> ENG AEEE
Laje 13 LX 320.0 LY 108.9 H 8 cm
P .250 tf/m2 G .200 tf/m2 LY/LX .34
KFLEX .060 Flecha .00 cm Flecha LIM .36 cm Hmin 7 cm
KMX 48.6 MX 1.1 tfcm/m
KMY 14.2 MY 3.8 tfcm/m
KMXNEG 12.00
KMYNEG 8.00
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 A
2 E -4.4
3 E -6.7
4 E -4.4
76>
77> L14 -
78> LX 502.5 LY 257.5 -
79> LADOS 1 2 3 2 3 4 -
80> ENG EEEA
Laje 14 LX 502.5 LY 257.5 H 10 cm
P .250 tf/m2 G .250 tf/m2 LY/LX .51
KFLEX .030 Flecha .03 cm Flecha LIM .86 cm Hmin 7 cm
KMX 53.4 MX 6.2 tfcm/m
KMY 24.0 MY 13.8 tfcm/m
KMXNEG 17.50
KMYNEG 12.00
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -27.6
2 E -18.9
3 E -27.6
4 A
81>
82> L15 -
83> LX 502.5 LY 257.5 -
84> LADOS 1 2 3 4 3 4 -
85> ENG EAEE
Laje 15 LX 502.5 LY 257.5 H 10 cm
P .250 tf/m2 G .250 tf/m2 LY/LX .51
KFLEX .030 Flecha .03 cm Flecha LIM .86 cm Hmin 7 cm
95
KMX 53.4 MX 6.2 tfcm/m
KMY 24.0 MY 13.8 tfcm/m
KMXNEG 17.50
KMYNEG 12.00
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -27.6
2 A
3 E -27.6
4 E -18.9
86>
87> L16 -
88> LX 127.5 LY 435.0 -
89> LADOS 1 2 2 3 4 4 -
90> ENG EAEE
Laje 16 LX 127.5 LY 435.0 H 8 cm
P .250 tf/m2 G .200 tf/m2 LY/LX 3.41
KFLEX .060 Flecha .01 cm Flecha LIM .42 cm Hmin 7 cm
KMX 14.2 MX 5.2 tfcm/m
KMY 48.6 MY 1.5 tfcm/m
KMXNEG 8.00
KMYNEG 12.00
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -6.1
2 A
3 E -6.1
4 E -9.1
91>
92> L17 -
93> LX 127.5 LY 435.0 -
94> LADOS 1 2 2 3 4 4 -
95> ENG EEEA
Laje 17 LX 127.5 LY 435.0 H 8 cm
P .250 tf/m2 G .200 tf/m2 LY/LX 3.41
KFLEX .060 Flecha .01 cm Flecha LIM .42 cm Hmin 7 cm
KMX 14.2 MX 5.2 tfcm/m
KMY 48.6 MY 1.5 tfcm/m
KMXNEG 8.00
KMYNEG 12.00
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -6.1
2 E -9.1
3 E -6.1
4 A
96>
97> L18 -
98> LX 502.5 LY 257.5 -
99> LADOS 1 2 1 2 3 4 -
100> ENG EEEA
Laje 18 LX 502.5 LY 257.5 H 10 cm
P .250 tf/m2 G .250 tf/m2 LY/LX .51
KFLEX .030 Flecha .03 cm Flecha LIM .86 cm Hmin 7 cm
KMX 53.4 MX 6.2 tfcm/m
KMY 24.0 MY 13.8 tfcm/m
KMXNEG 17.50
KMYNEG 12.00
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -27.6
2 E -18.9
3 E -27.6
4 A
101>
102> L19 -
103> LX 502.5 LY 257.5 -
104> LADOS 1 4 1 2 3 4 -
105> ENG EAEE
Laje 19 LX 502.5 LY 257.5 H 10 cm
P .250 tf/m2 G .250 tf/m2 LY/LX .51
KFLEX .030 Flecha .03 cm Flecha LIM .86 cm Hmin 7 cm
KMX 53.4 MX 6.2 tfcm/m
KMY 24.0 MY 13.8 tfcm/m
KMXNEG 17.50
KMYNEG 12.00
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -27.6
2 A
3 E -27.6
4 E -18.9
106>
107> L20 -
108> LX 357.5 LY 290.0 -
109> LADOS 1 2 3 3 4 -
110> ENG EEEA
Laje 20 LX 357.5 LY 290.0 H 10 cm
P .574 tf/m2 G .250 tf/m2 LY/LX .81
KFLEX .023 Flecha .06 cm Flecha LIM .97 cm Hmin 7 cm
KMX 47.7 MX 14.5 tfcm/m
KMY 29.9 MY 23.2 tfcm/m
KMXNEG 17.50
KMYNEG 13.64
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -50.8
96
2 E -39.6
3 E -50.8
4 A
111>
112> L21 -
113> LX 275.0 LY 310.0 -
114> LADOS 1 2 2 2 3 3 4 4 -
115> ENG EEEE
Laje 21 LX 275.0 LY 310.0 H 10 cm
P .250 tf/m2 G .250 tf/m2 LY/LX 1.13
KFLEX .018 Flecha .02 cm Flecha LIM .92 cm Hmin 7 cm
KMX 38.5 MX 9.8 tfcm/m
KMY 48.1 MY 7.9 tfcm/m
KMXNEG 16.66
KMYNEG 18.24
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -20.7
2 E -22.7
3 E -20.7
4 E -22.7
116>
117> L22 -
118> LX 277.5 LY 310.0 -
119> LADOS 1 2 2 3 3 4 4 4 -
120> ENG EEEE
Laje 22 LX 277.5 LY 310.0 H 10 cm
P .250 tf/m2 G .250 tf/m2 LY/LX 1.12
KFLEX .018 Flecha .02 cm Flecha LIM .93 cm Hmin 7 cm
KMX 39.1 MX 9.9 tfcm/m
KMY 48.0 MY 8.0 tfcm/m
KMXNEG 16.83
KMYNEG 18.30
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -21.0
2 E -22.9
3 E -21.0
4 E -22.9
121>
122> L23 -
123> LX 355.0 LY 290.0 -
124> LADOS 1 2 3 4 4 -
125> ENG EAEE
Laje 23 LX 355.0 LY 290.0 H 10 cm
P .574 tf/m2 G .250 tf/m2 LY/LX .82
KFLEX .023 Flecha .06 cm Flecha LIM .97 cm Hmin 7 cm
KMX 47.6 MX 14.5 tfcm/m
KMY 30.1 MY 23.0 tfcm/m
KMXNEG 17.50
KMYNEG 13.71
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -50.6
2 A
3 E -50.6
4 E -39.6
126>
127> L24 -
128> LX 320.0 LY 445.0 -
129> LADOS 1 2 2 3 4 4 -
130> ENG AEAE
Laje 24 LX 320.0 LY 445.0 H 11 cm
P .457 tf/m2 G .275 tf/m2 LY/LX 1.39
KFLEX .028 Flecha .07 cm Flecha LIM 1.07 cm Hmin 7 cm
KMX 24.9 MX 30.1 tfcm/m
KMY 47.8 MY 15.7 tfcm/m
KMXNEG 12.32
KMYNEG .00
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 A
2 E -60.8
3 A
4 E -60.8
131>
132> L25 -
133> LX 355.0 LY 250.0 -
134> LADOS 1 2 3 4 -
135> ENG AEEA
Laje 25 LX 355.0 LY 250.0 H 10 cm
P .250 tf/m2 G .250 tf/m2 LY/LX .70
KFLEX .042 Flecha .03 cm Flecha LIM .83 cm Hmin 7 cm
KMX 38.3 MX 8.2 tfcm/m
KMY 21.9 MY 14.3 tfcm/m
KMXNEG 12.56
KMYNEG 9.92
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 A
2 E -24.9
3 E -31.5
4 A
136>
137> L26 -
138> LX 275.0 LY 250.0 -
97
139> LADOS 1 2 3 4 -
140> ENG EEEE
Laje 26 LX 275.0 LY 250.0 H 10 cm
P .250 tf/m2 G .250 tf/m2 LY/LX .91
KFLEX .017 Flecha .01 cm Flecha LIM .83 cm Hmin 7 cm
KMX 47.8 MX 6.5 tfcm/m
KMY 40.0 MY 7.8 tfcm/m
KMXNEG 18.40
KMYNEG 17.10
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -18.3
2 E -17.0
3 E -18.3
4 E -17.0
141>
142> L27 -
143> LX 275.0 LY 250.0 -
144> LADOS 1 2 3 4 -
145> ENG EEEE
Laje 27 LX 275.0 LY 250.0 H 10 cm
P .250 tf/m2 G .250 tf/m2 LY/LX .91
KFLEX .017 Flecha .01 cm Flecha LIM .83 cm Hmin 7 cm
KMX 47.8 MX 6.5 tfcm/m
KMY 40.0 MY 7.8 tfcm/m
KMXNEG 18.40
KMYNEG 17.10
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -18.3
2 E -17.0
3 E -18.3
4 E -17.0
146>
147> L28 -
148> LX 355.0 LY 250.0 -
149> LADOS 1 2 3 4 -
150> ENG AAEE
Laje 28 LX 355.0 LY 250.0 H 10 cm
P .250 tf/m2 G .250 tf/m2 LY/LX .70
KFLEX .042 Flecha .03 cm Flecha LIM .83 cm Hmin 7 cm
KMX 38.3 MX 8.2 tfcm/m
KMY 21.9 MY 14.3 tfcm/m
KMXNEG 12.56
KMYNEG 9.92
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 A
2 A
3 E -31.5
4 E -24.9
151>
152> L29 -
153> LX 275.0 LY 57.5 -
154> LADOS 1 2 3 4 -
155> ENG LAEA
*
***003 AVISO: Laje c/bordo livre: VERIFIQUE momento volvente
Laje 29 LX 275.0 LY 57.5 H 8 cm
P .250 tf/m2 G .200 tf/m2 LY/LX .21
KFLEX 1.100 Flecha .00 cm Flecha LIM .19 cm Hmin 7 cm
KMX 7.8 MX 1.9 tfcm/m
KMY 100.0 MY .1 tfcm/m
KMXNEG .00
KMYNEG 2.32
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 L
2 A
3 E -6.4
4 A
156>
157> L30 -
158> LX 275.0 LY 57.5 -
159> LADOS 1 2 3 4 -
160> ENG LAEA
*
***004 AVISO: Laje c/bordo livre: VERIFIQUE momento volvente
Laje 30 LX 275.0 LY 57.5 H 8 cm
P .250 tf/m2 G .200 tf/m2 LY/LX .21
KFLEX 1.100 Flecha .00 cm Flecha LIM .19 cm Hmin 7 cm
KMX 7.8 MX 1.9 tfcm/m
KMY 100.0 MY .1 tfcm/m
KMXNEG .00
KMYNEG 2.32
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 L
2 A
3 E -6.4
4 A
161>
162> FIM
***005 AVISO: Viga 224 Trecho 7 Momento negativo não será compensado
***006 AVISO: Verifique o detalhamento de armaduras entre as lajes 16 e 13
***007 AVISO: Viga 225 Trecho 7 Momento negativo não será compensado
***008 AVISO: Verifique o detalhamento de armaduras entre as lajes 13 e 17
98
Momentos negativos equilibrados, por viga
-----------------------------------------
Viga Trecho Laje esq Mom esq Laje dir Mom dir Mom Equil
tfcm/m tfcm/m tfcm/m
201 1 3 .00
2 1 -6.41 4 -18.27 -14.62
3 7 .00
4 2 -6.41 5 -18.27 -14.62
5 6 .00
202 1 3 -31.50 8 -50.81 -41.16
2 4 -18.27 9 -20.73 -19.50
203 1 5 -18.27 10 -21.04 -19.66
2 6 -31.50 11 -50.56 -41.03
204 1 7 -42.83 12 -4.96 -34.27
205 1 8 -50.81 14 -27.63 -40.65
206 1 11 -50.56 15 -27.63 -40.44
207 1 9 -20.73 14 -27.63 -24.18
2 9 -20.73 16 -6.10 -16.59
3 12 -4.96 13 -6.67 -5.82
4 10 -21.04 17 -6.10 -16.83
5 10 -21.04 15 -27.63 -24.34
208 1 13 .00
209 1 14 -27.63 18 -27.63 -27.63
210 1 15 -27.63 19 -27.63 -27.63
211 1 18 -27.63 21 -20.73 -24.18
2 16 -6.10 21 -20.73 -16.59
212 1
213 1 17 -6.10 22 -21.04 -16.83
2 19 -27.63 22 -21.04 -24.34
214 1 18 -27.63 20 -50.81 -40.65
215 1 19 -27.63 23 -50.56 -40.44
216 1 24 .00
217 1 20 -50.81 25 -31.50 -41.16
2 21 -20.73 26 -18.27 -19.50
218 1 22 -21.04 27 -18.27 -19.66
2 23 -50.56 28 -31.50 -41.03
219 1 25 .00
2 26 -18.27 29 -6.41 -14.62
3 24 .00
4 27 -18.27 30 -6.41 -14.62
5 28 .00
220 1 25 .00
2 20 .00
3 18 .00
4 14 .00
5 8 .00
6 3 .00
221 1 29 .00
2 25 -24.88 26 -16.98 -20.93
3 20 -39.60 21 -22.69 -31.68
222 1 8 -39.60 9 -22.69 -31.68
2 3 -24.88 4 -16.98 -20.93
3 1 .00
223 1 18 -18.94 16 -9.14 -15.16
2 14 -18.94 16 -9.14 -15.16
224 1 29 .00
2 26 -16.98 24 -60.85 -48.68
3 21 -22.69 24 -60.85 -48.68
4 21 -22.69
5 21 -22.69
6 16 .00
7 16 .00 13 -4.45 -4.45
8 9 -22.69 12 -3.40 -18.15
9 9 -22.69 7 -58.85 -47.08
10 4 -16.98 7 -58.85 -47.08
11 1 .00
225 1 30 .00
2 24 -60.85 27 -16.98 -48.68
3 24 -60.85 22 -22.88 -48.68
4 22 -22.88
5 22 -22.88
6 17 .00
7 13 -4.45 17 .00 -4.45
8 12 -3.40 10 -22.88 -18.31
9 7 -58.85 10 -22.88 -47.08
10 7 -58.85 5 -16.98 -47.08
11 2 .00
226 1 17 -9.14 19 -18.94 -15.16
2 17 -9.14 15 -18.94 -15.16
227 1 30 .00
2 27 -16.98 28 -24.88 -20.93
3 22 -22.88 23 -39.60 -31.68
228 1 10 -22.88 11 -39.60 -31.68
2 5 -16.98 6 -24.88 -20.93
3 2 .00
229 1 28 .00
2 23 .00
3 19 .00
4 15 .00
5 11 .00
6 6 .00
Momentos equilibrados
---------------------
Laje MX MY M1 M2 M3 M4
tfcm/m tfcm/m tfcm/m tfcm/m tfcm/m tfcm/m
1 1.9 .1 -14.6
2 1.9 .1 -14.6
3 10.1 14.3 -41.2 -20.9
4 6.5 9.6 -19.5 -47.1 -14.6 -20.9
5 6.5 9.6 -19.7 -20.9 -14.6 -47.1
6 10.1 14.3 -41.0 -20.9
7 39.6 19.9 -34.3 -47.1 -47.1
8 18.5 33.1 -40.6 -31.7 -41.2
9 12.1 10.6 -24.2 -47.1 -19.5 -31.7
10 12.1 10.8 -24.3 -31.7 -19.7 -47.1
11 18.5 32.8 -40.4 -41.0 -31.7
12 1.0 2.5 -5.8 -18.3 -34.3 -18.2
13 1.1 4.2 -4.4 -5.8 -4.4
14 8.1 15.5 -27.6 -15.2 -40.6
15 8.1 15.5 -27.6 -40.4 -15.2
16 5.2 1.5 -16.6 -16.6 -15.2
17 5.2 1.5 -16.8 -15.2 -16.8
18 8.1 15.5 -40.6 -15.2 -27.6
19 8.1 15.5 -40.4 -27.6 -15.2
20 18.5 33.1 -41.2 -31.7 -40.6
21 9.8 10.6 -19.5 -48.7 -24.2 -31.7
22 9.9 10.8 -19.7 -31.7 -24.3 -48.7
99
23 18.5 32.8 -41.0 -40.4 -31.7
24 42.3 15.7 -48.7 -48.7
25 10.1 14.3 -20.9 -41.2
26 6.5 9.6 -14.6 -48.7 -19.5 -20.9
27 6.5 9.6 -14.6 -20.9 -19.7 -48.7
28 10.1 14.3 -41.0 -20.9
29 1.9 .1 -14.6
30 1.9 .1 -14.6
Cisalhamento
------------
Laje Cortante TALWC TALWD TALWU AS OBS
tf kg/cm2 kg/cm2 kg/cm2 cm2/m
1 .20 6.38 .50 .50
2 .20 6.38 .50 .50
3 .49 6.26 .92 .92
4 .32 6.26 .60 .60
5 .32 6.26 .60 .60
6 .49 6.26 .91 .92
7 .78 6.21 1.29 1.29
8 .69 6.26 1.29 1.29
9 .37 6.26 .69 .69
10 .37 6.26 .69 .69
11 .69 6.26 1.29 1.30
12 .19 6.38 .48 .48
13 .22 6.38 .56 .56
14 .51 6.26 .96 .96
15 .51 6.26 .95 .95
16 .26 6.38 .67 .67
17 .26 6.38 .67 .67
18 .51 6.26 .95 .95
19 .51 6.26 .96 .96
20 .69 6.26 1.29 1.29
21 .37 6.26 .69 .69
22 .37 6.26 .69 .69
23 .69 6.26 1.29 1.30
24 .86 6.21 1.42 1.42
25 .49 6.26 .91 .92
26 .32 6.26 .60 .60
27 .32 6.26 .60 .60
28 .49 6.26 .91 .92
29 .20 6.38 .51 .51
30 .20 6.38 .51 .51
Detalhamento
------------
Laje 1 LX= 275.0 LY= 57.5 H= 8.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 1.9 1.20 4 5.0 283 15.0
Y .1 1.20 18 5.0 59 15.0
AP 1 -14.6 1.20 6.3 20.0
AP 2 .0 .00 6.3 20.0
AP 3 .0 .00 6.3 20.0
AP 4 .0 .00 6.3 20.0
Laje 2 LX= 275.0 LY= 57.5 H= 8.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 1.9 1.20 4 5.0 283 15.0
Y .1 1.20 18 5.0 59 15.0
AP 1 -14.6 1.20 6.3 20.0
AP 2 .0 .00 6.3 20.0
AP 3 .0 .00 6.3 20.0
AP 4 .0 .00 6.3 20.0
Laje 3 LX= 355.0 LY= 250.0 H=10.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 10.1 1.50 12 6.3 363 20.0
Y 14.3 1.50 17 6.3 258 20.0
AP 1 -41.2 1.92 6.3 15.0
AP 2 -20.9 1.50 6.3 20.0
AP 3 .0 .00 6.3 20.0
AP 4 .0 .00 6.3 20.0
Laje 4 LX= 275.0 LY= 250.0 H=10.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 6.5 1.50 12 6.3 284 20.0
Y 9.6 1.50 13 6.3 259 20.0
AP 1 -19.5 1.50 6.3 20.0
AP 2 -47.1 2.21 6.3 12.5
AP 3 -14.6 1.20 6.3 20.0
AP 4 -20.9 1.50 6.3 20.0
Laje 5 LX= 275.0 LY= 250.0 H=10.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 6.5 1.50 12 6.3 284 20.0
Y 9.6 1.50 13 6.3 259 20.0
AP 1 -19.7 1.50 6.3 20.0
AP 2 -20.9 1.50 6.3 20.0
AP 3 -14.6 1.20 6.3 20.0
AP 4 -47.1 2.21 6.3 12.5
Laje 6 LX= 355.0 LY= 250.0 H=10.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 10.1 1.50 12 6.3 363 20.0
100
Y 14.3 1.50 17 6.3 258 20.0
AP 1 -41.0 1.91 6.3 15.0
AP 2 .0 .00 6.3 20.0
AP 3 .0 .00 6.3 20.0
AP 4 -20.9 1.50 6.3 20.0
Laje 7 LX= 320.0 LY= 445.0 H=11.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 39.6 1.65 29 6.3 329 15.0
Y 19.9 1.65 21 6.3 453 15.0
AP 1 -34.3 2.27 6.3 12.5
AP 2 -47.1 2.21 6.3 12.5
AP 3 .0 .00 6.3 20.0
AP 4 -47.1 2.21 6.3 12.5
Laje 8 LX= 357.5 LY= 290.0 H=10.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 18.5 1.50 15 6.3 357 20.0
Y 33.1 1.53 18 6.3 290 20.0
AP 1 -40.6 1.89 6.3 15.0
AP 2 -31.7 1.50 6.3 20.0
AP 3 -41.2 1.92 6.3 15.0
AP 4 .0 .00 6.3 20.0
Laje 9 LX= 275.0 LY= 310.0 H=10.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 12.1 1.50 16 6.3 275 20.0
Y 10.6 1.50 14 6.3 310 20.0
AP 1 -24.2 1.57 6.3 15.0
AP 2 -47.1 3.27 8.0 15.0
AP 3 -19.5 1.50 6.3 20.0
AP 4 -31.7 1.50 6.3 20.0
Laje 10 LX= 277.5 LY= 310.0 H=10.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 12.1 1.50 16 6.3 277 20.0
Y 10.8 1.50 14 6.3 310 20.0
AP 1 -24.3 1.58 6.3 15.0
AP 2 -31.7 1.50 6.3 20.0
AP 3 -19.7 1.50 6.3 20.0
AP 4 -47.1 3.27 8.0 15.0
Laje 11 LX= 355.0 LY= 290.0 H=10.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 18.5 1.50 15 6.3 355 20.0
Y 32.8 1.52 18 6.3 290 20.0
AP 1 -40.4 1.88 6.3 15.0
AP 2 .0 .00 6.3 20.0
AP 3 -41.0 1.91 6.3 15.0
AP 4 -31.7 1.50 6.3 20.0
Laje 12 LX= 320.0 LY= 115.0 H= 8.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 1.0 1.20 7 5.0 329 15.0
Y 2.5 1.20 21 5.0 124 15.0
AP 1 -5.8 1.20 6.3 20.0
AP 2 -18.3 1.20 6.3 20.0
AP 3 -34.3 2.27 6.3 12.5
AP 4 -18.2 1.20 6.3 20.0
Laje 13 LX= 320.0 LY= 108.9 H= 8.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 1.1 1.20 6 5.0 329 15.0
Y 4.2 1.20 21 5.0 117 15.0
AP 1 .0 .00 6.3 20.0
AP 2 -4.4 1.20 6.3 20.0
AP 3 -5.8 1.20 6.3 20.0
AP 4 -4.4 1.20 6.3 20.0
Laje 14 LX= 502.5 LY= 257.5 H=10.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 8.1 1.50 13 6.3 502 20.0
Y 15.5 1.50 26 6.3 257 20.0
AP 1 -27.6 1.50 6.3 20.0
AP 2 -15.2 1.20 6.3 20.0
AP 3 -40.6 1.89 6.3 15.0
AP 4 .0 .00 6.3 20.0
Laje 15 LX= 502.5 LY= 257.5 H=10.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 8.1 1.50 13 6.3 502 20.0
Y 15.5 1.50 26 6.3 257 20.0
AP 1 -27.6 1.50 6.3 20.0
AP 2 .0 .00 6.3 20.0
AP 3 -40.4 1.88 6.3 15.0
AP 4 -15.2 1.20 6.3 20.0
101
Laje 16 LX= 127.5 LY= 435.0 H= 8.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 5.2 1.20 28 5.0 136 15.0
Y 1.5 1.20 8 5.0 444 15.0
AP 1 -16.6 1.20 6.3 20.0
AP 2 .0 .00 6.3 20.0
AP 3 -16.6 1.20 6.3 20.0
AP 4 -15.2 1.20 6.3 20.0
Laje 17 LX= 127.5 LY= 435.0 H= 8.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 5.2 1.20 28 5.0 136 15.0
Y 1.5 1.20 8 5.0 444 15.0
AP 1 -16.8 1.20 6.3 20.0
AP 2 -15.2 1.20 6.3 20.0
AP 3 -16.8 1.20 6.3 20.0
AP 4 .0 .00 6.3 20.0
Laje 18 LX= 502.5 LY= 257.5 H=10.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 8.1 1.50 13 6.3 502 20.0
Y 15.5 1.50 26 6.3 257 20.0
AP 1 -40.6 1.89 6.3 15.0
AP 2 -15.2 1.20 6.3 20.0
AP 3 -27.6 1.50 6.3 20.0
AP 4 .0 .00 6.3 20.0
Laje 19 LX= 502.5 LY= 257.5 H=10.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 8.1 1.50 13 6.3 502 20.0
Y 15.5 1.50 26 6.3 257 20.0
AP 1 -40.4 1.88 6.3 15.0
AP 2 .0 .00 6.3 20.0
AP 3 -27.6 1.50 6.3 20.0
AP 4 -15.2 1.20 6.3 20.0
Laje 20 LX= 357.5 LY= 290.0 H=10.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 18.5 1.50 15 6.3 357 20.0
Y 33.1 1.53 18 6.3 290 20.0
AP 1 -41.2 1.92 6.3 15.0
AP 2 -31.7 1.50 6.3 20.0
AP 3 -40.6 1.89 6.3 15.0
AP 4 .0 .00 6.3 20.0
Laje 21 LX= 275.0 LY= 310.0 H=10.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 9.8 1.50 16 6.3 275 20.0
Y 10.6 1.50 14 6.3 310 20.0
AP 1 -19.5 1.50 6.3 20.0
AP 2 -48.7 2.29 6.3 12.5
AP 3 -24.2 1.57 6.3 15.0
AP 4 -31.7 1.50 6.3 20.0
Laje 22 LX= 277.5 LY= 310.0 H=10.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 9.9 1.50 16 6.3 277 20.0
Y 10.8 1.50 14 6.3 310 20.0
AP 1 -19.7 1.50 6.3 20.0
AP 2 -31.7 1.50 6.3 20.0
AP 3 -24.3 1.58 6.3 15.0
AP 4 -48.7 2.29 6.3 12.5
Laje 23 LX= 355.0 LY= 290.0 H=10.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 18.5 1.50 15 6.3 355 20.0
Y 32.8 1.52 18 6.3 290 20.0
AP 1 -41.0 1.91 6.3 15.0
AP 2 .0 .00 6.3 20.0
AP 3 -40.4 1.88 6.3 15.0
AP 4 -31.7 1.50 6.3 20.0
Laje 24 LX= 320.0 LY= 445.0 H=11.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 42.3 1.71 29 6.3 329 15.0
Y 15.7 1.65 21 6.3 453 15.0
AP 1 .0 .00 6.3 20.0
AP 2 -48.7 2.29 6.3 12.5
AP 3 .0 .00 6.3 20.0
AP 4 -48.7 2.29 6.3 12.5
Laje 25 LX= 355.0 LY= 250.0 H=10.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
102
X 10.1 1.50 12 6.3 363 20.0
Y 14.3 1.50 17 6.3 258 20.0
AP 1 .0 .00 6.3 20.0
AP 2 -20.9 1.50 6.3 20.0
AP 3 -41.2 1.92 6.3 15.0
AP 4 .0 .00 6.3 20.0
Laje 26 LX= 275.0 LY= 250.0 H=10.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 6.5 1.50 12 6.3 284 20.0
Y 9.6 1.50 13 6.3 259 20.0
AP 1 -14.6 1.20 6.3 20.0
AP 2 -48.7 2.29 6.3 12.5
AP 3 -19.5 1.50 6.3 20.0
AP 4 -20.9 1.50 6.3 20.0
Laje 27 LX= 275.0 LY= 250.0 H=10.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 6.5 1.50 12 6.3 284 20.0
Y 9.6 1.50 13 6.3 259 20.0
AP 1 -14.6 1.20 6.3 20.0
AP 2 -20.9 1.50 6.3 20.0
AP 3 -19.7 1.50 6.3 20.0
AP 4 -48.7 2.29 6.3 12.5
Laje 28 LX= 355.0 LY= 250.0 H=10.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 10.1 1.50 12 6.3 363 20.0
Y 14.3 1.50 17 6.3 258 20.0
AP 1 .0 .00 6.3 20.0
AP 2 .0 .00 6.3 20.0
AP 3 -41.0 1.91 6.3 15.0
AP 4 -20.9 1.50 6.3 20.0
Laje 29 LX= 275.0 LY= 57.5 H= 8.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 1.9 1.20 4 5.0 283 15.0
Y .1 1.20 18 5.0 59 15.0
AP 1 .0 .00 6.3 20.0
AP 2 .0 .00 6.3 20.0
AP 3 -14.6 1.20 6.3 20.0
AP 4 .0 .00 6.3 20.0
Laje 30 LX= 275.0 LY= 57.5 H= 8.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 1.9 1.20 4 5.0 283 15.0
Y .1 1.20 18 5.0 59 15.0
AP 1 .0 .00 6.3 20.0
AP 2 .0 .00 6.3 20.0
AP 3 -14.6 1.20 6.3 20.0
AP 4 .0 .00 6.3 20.0
Comprimentos dos ferros negativos
---------------------------------
Viga Trecho Laje esq Cmpr esq Laje dir Cmpr dir
cm cm
201 1 3 62.
2 1 58. 4 62.
3 7 80.
4 2 58. 5 62.
5 6 62.
202 1 3 72. 8 72.
2 4 68. 9 68.
203 1 5 69. 10 69.
2 6 72. 11 72.
204 1 7 80. 12 80.
205 1 8 72. 14 72.
206 1 11 72. 15 72.
207 1 9 72. 14 72.
2 9 68. 16 68.
3 12 28. 13 28.
4 10 69. 17 69.
5 10 72. 15 72.
208 1 13 27.
209 1 14 64. 18 64.
210 1 15 64. 19 64.
211 1 18 72. 21 72.
2 16 68. 21 68.
212 1
213 1 17 69. 22 69.
2 19 72. 22 72.
214 1 18 72. 20 72.
215 1 19 72. 23 72.
216 1 24 80.
217 1 20 72. 25 72.
2 21 68. 26 68.
218 1 22 69. 27 69.
2 23 72. 28 72.
219 1 25 62.
2 26 62. 29 58.
3 24 80.
4 27 62. 30 58.
5 28 62.
220 1 25 62.
2 20 72.
3 18 64.
4 14 64.
5 8 72.
6 3 62.
221 1 29 14.
103
2 25 62. 26 62.
3 20 72. 21 72.
222 1 8 72. 9 72.
2 3 62. 4 62.
3 1 14.
223 1 18 64. 16 64.
2 14 64. 16 64.
224 1 29 14.
2 26 80. 24 80.
3 21 80. 24 80.
4 21 80.
5 21 80.
6 16 31.
7 16 31. 13 31.
8 9 80. 12 80.
9 9 80. 7 80.
10 4 80. 7 80.
11 1 14.
225 1 30 14.
2 24 80. 27 80.
3 24 80. 22 80.
4 22 80.
5 22 80.
6 17 31.
7 13 31. 17 31.
8 12 80. 10 80.
9 7 80. 10 80.
10 7 80. 5 80.
11 2 14.
226 1 17 64. 19 64.
2 17 64. 15 64.
227 1 30 14.
2 27 62. 28 62.
3 22 72. 23 72.
228 1 10 72. 11 72.
2 5 62. 6 62.
3 2 14.
229 1 28 62.
2 23 72.
3 19 64.
4 15 64.
5 11 72.
6 6 62.
3.2.2.4 Lajes do primeiro pavimento
------------------------------------------------------------------------------
Dimensionamento e detalhamento de lajes -Processo simplificado
T Q S CAD / Lajes V11 14/01/16 18:28:06
C:\TQS\GRUPO 12\Primeiro Pavimento
ACRTS-ASSOC.CULT.RENOV.TEC.SOROCABANA
ROD.SEN.JOSE ERMIRIO DE MORAES, KM.1,5
------------------------------------------------------------------------------
1> $------------------------------------------------------------------------------
2> $ Arquivo REGRAVAVEL. Elimine esta linha para evitar regravação do arquivo.
3> $ CAD/Formas - Gravação automática do arquivo 0003L.LAJ
4> $ Projeto 3 14/01/16 18:27:57
5> $ Pasta C:\TQS\GRUPO 12\Primeiro Pavimento
6> $ ACRTS-ASSOC.CULT.RENOV.TEC.SOROCABANA
7> $ ROD.SEN.JOSE ERMIRIO DE MORAES, KM.1,5
8> $------------------------------------------------------------------------------
9> $
10> PROJETO 3
Critérios gerais
================
Arquivo de critérios ...................... C:\TQS\GRUPO 12\PRJ-0001.INL
Nome do projetista ........................ Identificação do projetista
RECOBR - Recobrimento geral(cm) ........... 2.50
Recobrimento alternativo p/dobras (cm) .... 1.30
FCK, kgf/cm2 .............................. 250.00
Coeficiente de minoração do concreto ...... 1.40
Coeficiente de majoração de esforcos ...... 1.40
Coeficiente de minoração do aco ........... 1.15
Altura mínima de laje (cm) ................ 7.00
Critérios relativos a esforços
==============================
Módulo de elasticidade secante (kgf/cm2)... 238000.00
Majorador de cargas concentradas .......... 1.00
Nome da tabela p/cálculo de esforços ...... BETON20.BIN
KL1 - Critério de engastamentos .......... Engastamentos do CAD/Formas
KL2 - Compensação de momento positivo .... Negativo compensa positivo
KL9 - Critério de cálculo de esforços .... Processo elástico (Czerny)
KL14 - Momento equilibrado negativo min ... No minimo 80% do maior
KL37 - Homogeneização de negativos no apoio Homogeneiza por trecho de viga
KL38 - Flecha - método de ruptura ......... Considera os 4 lados apoiados
KL39 - Equilíbrio de negativos em um apoio. Ponderado p/inverso da inércia
Critérios relativos a armadura de flexão
========================================
ICFINB - Índice de ferros neg no balanço .. 1
ICFNBB - Num bitolas p/ancorar o balanço .. 70
Divisor DCBORD compr negat borda .......... 4.0
DOBDBL compr cm dobra dupla no balanço .... 20.0
DOBSUS compr dobra de susp do negativo .... 10.0
CNGMIN compr mínimo p/ferro negativo ...... 80.0
Bitola p/ lajes armadas em uma direção (mm) .0
Espac. p/ lajes armadas em uma direção (cm) .0
K6 - Verificação de armadura mínima ...... Usa a mínima se necessário
K40 - Cálculo de armadura mínima .......... NBR-6118:2003
KL3 - Ancoragem dos ferros negativos ..... Arma negativo na borda
KL4 - Armadura negativa na borda ......... Arma negativo na borda
KL7 - Alternância dos ferros positivos ... Não alterna ferro positivo
KL8 - Alternância de ferros negativos .... Não alterna ferro negativo
KL11 - Dobras na armadura positiva ........ Coloca dobras só nas bordas
KL18 - Armadura negativa nos apoios ....... Arma negativo em qualquer apoio
KL20 - Cálculo da alternância positiva .... Alternância igual-duas direções
KL21 - H p/cálculo de AS minimo de flexão . AS mínimo flexão usando H total
KL22 - Critério alternativo de AS mínimo .. AS mínimo conforme K40 vigas
KL23 - Número de ferros distribuídos ...... N. de ferros = espaçamentos
KL33 - Extensão do ferro positivo ......... Até as faces externas das vigas
KL35 - Limitação de espacamento em lajes... espaçamento <2H se LY/LX>2
104
Cálculo de cisalhamento
=======================
K40 - Cálculo de armadura mínima .......... NBR-6118:2003
K50 - Tauc conforme anexo da NBR 7197 ..... Tauc = 0.15 * Raiz (FCK)
KL17 - TALWU1 p/ evitar armar cisalhamento TALWU1 pelo anexo da NBR 7197
Convenção para orientação de lajes
==================================
1 - As lajes são sempre calculadas como retangulares
2 - Os lados são numerados de 1 a 4 no sentido anti-horario
3 - LX se refere aos lados 1 e 3 e LY aos lados 2 e 4
4 - Nas lajes do CAD/Formas, o lado 1 (LX) esta sobre o trecho 1 da laje
11>
12> L1 -
13> LX 275.0 LY 57.5 -
14> LADOS 1 2 3 4 -
15> ENG EALA
*
***001 AVISO: Laje c/bordo livre: VERIFIQUE momento volvente
Laje 1 LX 275.0 LY 57.5 H 8 cm
P .250 tf/m2 G .200 tf/m2 LY/LX .21
KFLEX 1.100 Flecha .00 cm Flecha LIM .19 cm Hmin 7 cm
KMX 7.8 MX 1.9 tfcm/m
KMY 100.0 MY .1 tfcm/m
KMXNEG .00
KMYNEG 2.32
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -6.4
2 A
3 L
4 A
16>
17> L2 -
18> LX 275.0 LY 57.5 -
19> LADOS 1 2 3 4 -
20> ENG EALA
*
***002 AVISO: Laje c/bordo livre: VERIFIQUE momento volvente
Laje 2 LX 275.0 LY 57.5 H 8 cm
P .250 tf/m2 G .200 tf/m2 LY/LX .21
KFLEX 1.100 Flecha .00 cm Flecha LIM .19 cm Hmin 7 cm
KMX 7.8 MX 1.9 tfcm/m
KMY 100.0 MY .1 tfcm/m
KMXNEG .00
KMYNEG 2.32
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -6.4
2 A
3 L
4 A
21>
22> L3 -
23> LX 355.0 LY 250.0 -
24> LADOS 1 2 3 4 -
25> ENG EEAA
Laje 3 LX 355.0 LY 250.0 H 10 cm
P .250 tf/m2 G .250 tf/m2 LY/LX .70
KFLEX .042 Flecha .03 cm Flecha LIM .83 cm Hmin 7 cm
KMX 38.3 MX 8.2 tfcm/m
KMY 21.9 MY 14.3 tfcm/m
KMXNEG 12.56
KMYNEG 9.92
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -31.5
2 E -24.9
3 A
4 A
26>
27> L4 -
28> LX 275.0 LY 250.0 -
29> LADOS 1 2 3 4 -
30> ENG EEEE
Laje 4 LX 275.0 LY 250.0 H 10 cm
P .250 tf/m2 G .250 tf/m2 LY/LX .91
KFLEX .017 Flecha .01 cm Flecha LIM .83 cm Hmin 7 cm
KMX 47.8 MX 6.5 tfcm/m
KMY 40.0 MY 7.8 tfcm/m
KMXNEG 18.40
KMYNEG 17.10
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -18.3
2 E -17.0
3 E -18.3
4 E -17.0
31>
32> L5 -
33> LX 320.0 LY 445.0 -
34> LADOS 1 2 2 3 4 4 -
35> ENG EEAE
Laje 5 LX 320.0 LY 445.0 H 11 cm
P .457 tf/m2 G .275 tf/m2 LY/LX 1.39
KFLEX .026 Flecha .06 cm Flecha LIM 1.07 cm Hmin 7 cm
KMX 26.9 MX 27.8 tfcm/m
KMY 48.1 MY 15.6 tfcm/m
KMXNEG 12.74
105
KMYNEG 17.50
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -42.8
2 E -58.8
3 A
4 E -58.8
36>
37> L6 -
38> LX 275.0 LY 250.0 -
39> LADOS 1 2 3 4 -
40> ENG EEEE
Laje 6 LX 275.0 LY 250.0 H 10 cm
P .250 tf/m2 G .250 tf/m2 LY/LX .91
KFLEX .017 Flecha .01 cm Flecha LIM .83 cm Hmin 7 cm
KMX 47.8 MX 6.5 tfcm/m
KMY 40.0 MY 7.8 tfcm/m
KMXNEG 18.40
KMYNEG 17.10
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -18.3
2 E -17.0
3 E -18.3
4 E -17.0
41>
42> L7 -
43> LX 355.0 LY 250.0 -
44> LADOS 1 2 3 4 -
45> ENG EAAE
Laje 7 LX 355.0 LY 250.0 H 10 cm
P .250 tf/m2 G .250 tf/m2 LY/LX .70
KFLEX .042 Flecha .03 cm Flecha LIM .83 cm Hmin 7 cm
KMX 38.3 MX 8.2 tfcm/m
KMY 21.9 MY 14.3 tfcm/m
KMXNEG 12.56
KMYNEG 9.92
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -31.5
2 A
3 A
4 E -24.9
46>
47> L8 -
48> LX 357.5 LY 290.0 -
49> LADOS 1 2 2 3 4 -
50> ENG EEEA
Laje 8 LX 357.5 LY 290.0 H 10 cm
P .574 tf/m2 G .250 tf/m2 LY/LX .81
KFLEX .023 Flecha .06 cm Flecha LIM .97 cm Hmin 7 cm
KMX 47.7 MX 14.5 tfcm/m
KMY 29.9 MY 23.2 tfcm/m
KMXNEG 17.50
KMYNEG 13.64
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -50.8
2 E -39.6
3 E -50.8
4 A
51>
52> L9 -
53> LX 275.0 LY 310.0 -
54> LADOS 1 1 2 2 3 4 4 -
55> ENG EEEE
Laje 9 LX 275.0 LY 310.0 H 10 cm
P .250 tf/m2 G .250 tf/m2 LY/LX 1.13
KFLEX .018 Flecha .02 cm Flecha LIM .92 cm Hmin 7 cm
KMX 38.5 MX 9.8 tfcm/m
KMY 48.1 MY 7.9 tfcm/m
KMXNEG 16.66
KMYNEG 18.24
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -20.7
2 E -22.7
3 E -20.7
4 E -22.7
56>
57> L10 -
58> LX 320.0 LY 115.0 -
59> LADOS 1 2 3 4 -
60> ENG EEEE
Laje 10 LX 320.0 LY 115.0 H 8 cm
P .250 tf/m2 G .200 tf/m2 LY/LX .36
KFLEX .031 Flecha .00 cm Flecha LIM .38 cm Hmin 7 cm
KMX 57.0 MX 1.0 tfcm/m
KMY 24.0 MY 2.5 tfcm/m
KMXNEG 17.50
KMYNEG 12.00
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -5.0
2 E -3.4
3 E -5.0
4 E -3.4
106
61>
62> L11 -
63> LX 277.5 LY 310.0 -
64> LADOS 1 1 2 2 3 4 4 -
65> ENG EEEE
Laje 11 LX 277.5 LY 310.0 H 10 cm
P .250 tf/m2 G .250 tf/m2 LY/LX 1.12
KFLEX .018 Flecha .02 cm Flecha LIM .93 cm Hmin 7 cm
KMX 39.1 MX 9.9 tfcm/m
KMY 48.0 MY 8.0 tfcm/m
KMXNEG 16.83
KMYNEG 18.30
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -21.0
2 E -22.9
3 E -21.0
4 E -22.9
66>
67> L12 -
68> LX 355.0 LY 290.0 -
69> LADOS 1 2 3 4 1 -
70> ENG EAEE
Laje 12 LX 355.0 LY 290.0 H 10 cm
P .574 tf/m2 G .250 tf/m2 LY/LX .82
KFLEX .023 Flecha .06 cm Flecha LIM .97 cm Hmin 7 cm
KMX 47.6 MX 14.5 tfcm/m
KMY 30.1 MY 23.0 tfcm/m
KMXNEG 17.50
KMYNEG 13.71
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -50.6
2 A
3 E -50.6
4 E -39.6
71>
72> L13 -
73> LX 502.5 LY 257.5 -
74> LADOS 1 2 3 2 3 4 -
75> ENG EEEA
Laje 13 LX 502.5 LY 257.5 H 10 cm
P .250 tf/m2 G .250 tf/m2 LY/LX .51
KFLEX .030 Flecha .03 cm Flecha LIM .86 cm Hmin 7 cm
KMX 53.4 MX 6.2 tfcm/m
KMY 24.0 MY 13.8 tfcm/m
KMXNEG 17.50
KMYNEG 12.00
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -27.6
2 E -18.9
3 E -27.6
4 A
76>
77> L14 -
78> LX 127.5 LY 435.0 -
79> LADOS 1 2 2 3 4 4 -
80> ENG EAEE
Laje 14 LX 127.5 LY 435.0 H 8 cm
P .250 tf/m2 G .200 tf/m2 LY/LX 3.41
KFLEX .060 Flecha .01 cm Flecha LIM .42 cm Hmin 7 cm
KMX 14.2 MX 5.2 tfcm/m
KMY 48.6 MY 1.5 tfcm/m
KMXNEG 8.00
KMYNEG 12.00
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -6.1
2 A
3 E -6.1
4 E -9.1
81>
82> L15 -
83> LX 320.0 LY 108.9 -
84> LADOS 1 2 3 4 -
85> ENG AEEE
Laje 15 LX 320.0 LY 108.9 H 8 cm
P .250 tf/m2 G .200 tf/m2 LY/LX .34
KFLEX .060 Flecha .00 cm Flecha LIM .36 cm Hmin 7 cm
KMX 48.6 MX 1.1 tfcm/m
KMY 14.2 MY 3.8 tfcm/m
KMXNEG 12.00
KMYNEG 8.00
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 A
2 E -4.4
3 E -6.7
4 E -4.4
86>
87> L16 -
88> LX 127.5 LY 435.0 -
89> LADOS 1 2 2 3 4 4 -
90> ENG EEEA
107
Laje 16 LX 127.5 LY 435.0 H 8 cm
P .250 tf/m2 G .200 tf/m2 LY/LX 3.41
KFLEX .060 Flecha .01 cm Flecha LIM .42 cm Hmin 7 cm
KMX 14.2 MX 5.2 tfcm/m
KMY 48.6 MY 1.5 tfcm/m
KMXNEG 8.00
KMYNEG 12.00
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -6.1
2 E -9.1
3 E -6.1
4 A
91>
92> L17 -
93> LX 502.5 LY 257.5 -
94> LADOS 1 2 3 4 3 4 -
95> ENG EAEE
Laje 17 LX 502.5 LY 257.5 H 10 cm
P .250 tf/m2 G .250 tf/m2 LY/LX .51
KFLEX .030 Flecha .03 cm Flecha LIM .86 cm Hmin 7 cm
KMX 53.4 MX 6.2 tfcm/m
KMY 24.0 MY 13.8 tfcm/m
KMXNEG 17.50
KMYNEG 12.00
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -27.6
2 A
3 E -27.6
4 E -18.9
96>
97> L18 -
98> LX 502.5 LY 257.5 -
99> LADOS 1 2 1 2 3 4 -
100> ENG EEEA
Laje 18 LX 502.5 LY 257.5 H 10 cm
P .250 tf/m2 G .250 tf/m2 LY/LX .51
KFLEX .030 Flecha .03 cm Flecha LIM .86 cm Hmin 7 cm
KMX 53.4 MX 6.2 tfcm/m
KMY 24.0 MY 13.8 tfcm/m
KMXNEG 17.50
KMYNEG 12.00
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -27.6
2 E -18.9
3 E -27.6
4 A
101>
102> L19 -
103> LX 502.5 LY 257.5 -
104> LADOS 1 4 1 2 3 4 -
105> ENG EAEE
Laje 19 LX 502.5 LY 257.5 H 10 cm
P .250 tf/m2 G .250 tf/m2 LY/LX .51
KFLEX .030 Flecha .03 cm Flecha LIM .86 cm Hmin 7 cm
KMX 53.4 MX 6.2 tfcm/m
KMY 24.0 MY 13.8 tfcm/m
KMXNEG 17.50
KMYNEG 12.00
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -27.6
2 A
3 E -27.6
4 E -18.9
106>
107> L20 -
108> LX 357.5 LY 290.0 -
109> LADOS 1 2 3 3 4 -
110> ENG EEEA
Laje 20 LX 357.5 LY 290.0 H 10 cm
P .574 tf/m2 G .250 tf/m2 LY/LX .81
KFLEX .023 Flecha .06 cm Flecha LIM .97 cm Hmin 7 cm
KMX 47.7 MX 14.5 tfcm/m
KMY 29.9 MY 23.2 tfcm/m
KMXNEG 17.50
KMYNEG 13.64
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -50.8
2 E -39.6
3 E -50.8
4 A
111>
112> L21 -
113> LX 275.0 LY 310.0 -
114> LADOS 1 2 2 2 3 3 4 4 -
115> ENG EEEE
Laje 21 LX 275.0 LY 310.0 H 10 cm
P .250 tf/m2 G .250 tf/m2 LY/LX 1.13
KFLEX .018 Flecha .02 cm Flecha LIM .92 cm Hmin 7 cm
KMX 38.5 MX 9.8 tfcm/m
KMY 48.1 MY 7.9 tfcm/m
KMXNEG 16.66
KMYNEG 18.24
108
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -20.7
2 E -22.7
3 E -20.7
4 E -22.7
116>
117> L22 -
118> LX 320.0 LY 99.6 -
119> LADOS 1 2 3 4 -
120> ENG EEAE
Laje 22 LX 320.0 LY 99.6 H 8 cm
P .250 tf/m2 G .200 tf/m2 LY/LX .31
KFLEX .060 Flecha .00 cm Flecha LIM .33 cm Hmin 7 cm
KMX 48.6 MX .9 tfcm/m
KMY 14.2 MY 3.1 tfcm/m
KMXNEG 12.00
KMYNEG 8.00
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -5.6
2 E -3.7
3 A
4 E -3.7
121>
122> L23 -
123> LX 277.5 LY 310.0 -
124> LADOS 1 2 2 3 3 4 4 4 -
125> ENG EEEE
Laje 23 LX 277.5 LY 310.0 H 10 cm
P .250 tf/m2 G .250 tf/m2 LY/LX 1.12
KFLEX .018 Flecha .02 cm Flecha LIM .93 cm Hmin 7 cm
KMX 39.1 MX 9.9 tfcm/m
KMY 48.0 MY 8.0 tfcm/m
KMXNEG 16.83
KMYNEG 18.30
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -21.0
2 E -22.9
3 E -21.0
4 E -22.9
126>
127> L24 -
128> LX 355.0 LY 290.0 -
129> LADOS 1 2 3 4 4 -
130> ENG EAEE
Laje 24 LX 355.0 LY 290.0 H 10 cm
P .574 tf/m2 G .250 tf/m2 LY/LX .82
KFLEX .023 Flecha .06 cm Flecha LIM .97 cm Hmin 7 cm
KMX 47.6 MX 14.5 tfcm/m
KMY 30.1 MY 23.0 tfcm/m
KMXNEG 17.50
KMYNEG 13.71
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -50.6
2 A
3 E -50.6
4 E -39.6
131>
132> L25 -
133> LX 355.0 LY 250.0 -
134> LADOS 1 2 3 4 -
135> ENG AEEA
Laje 25 LX 355.0 LY 250.0 H 10 cm
P .250 tf/m2 G .250 tf/m2 LY/LX .70
KFLEX .042 Flecha .03 cm Flecha LIM .83 cm Hmin 7 cm
KMX 38.3 MX 8.2 tfcm/m
KMY 21.9 MY 14.3 tfcm/m
KMXNEG 12.56
KMYNEG 9.92
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 A
2 E -24.9
3 E -31.5
4 A
136>
137> L26 -
138> LX 275.0 LY 250.0 -
139> LADOS 1 2 3 4 -
140> ENG EEEE
Laje 26 LX 275.0 LY 250.0 H 10 cm
P .250 tf/m2 G .250 tf/m2 LY/LX .91
KFLEX .017 Flecha .01 cm Flecha LIM .83 cm Hmin 7 cm
KMX 47.8 MX 6.5 tfcm/m
KMY 40.0 MY 7.8 tfcm/m
KMXNEG 18.40
KMYNEG 17.10
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -18.3
2 E -17.0
3 E -18.3
4 E -17.0
109
141>
142> L27 -
143> LX 320.0 LY 445.0 -
144> LADOS 1 2 2 3 4 4 -
145> ENG AEEE
Laje 27 LX 320.0 LY 445.0 H 11 cm
P .457 tf/m2 G .275 tf/m2 LY/LX 1.39
KFLEX .026 Flecha .06 cm Flecha LIM 1.07 cm Hmin 7 cm
KMX 26.9 MX 27.8 tfcm/m
KMY 48.1 MY 15.6 tfcm/m
KMXNEG 12.74
KMYNEG 17.50
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 A
2 E -58.8
3 E -42.8
4 E -58.8
146>
147> L28 -
148> LX 275.0 LY 250.0 -
149> LADOS 1 2 3 4 -
150> ENG EEEE
Laje 28 LX 275.0 LY 250.0 H 10 cm
P .250 tf/m2 G .250 tf/m2 LY/LX .91
KFLEX .017 Flecha .01 cm Flecha LIM .83 cm Hmin 7 cm
KMX 47.8 MX 6.5 tfcm/m
KMY 40.0 MY 7.8 tfcm/m
KMXNEG 18.40
KMYNEG 17.10
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 E -18.3
2 E -17.0
3 E -18.3
4 E -17.0
151>
152> L29 -
153> LX 355.0 LY 250.0 -
154> LADOS 1 2 3 4 -
155> ENG AAEE
Laje 29 LX 355.0 LY 250.0 H 10 cm
P .250 tf/m2 G .250 tf/m2 LY/LX .70
KFLEX .042 Flecha .03 cm Flecha LIM .83 cm Hmin 7 cm
KMX 38.3 MX 8.2 tfcm/m
KMY 21.9 MY 14.3 tfcm/m
KMXNEG 12.56
KMYNEG 9.92
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 A
2 A
3 E -31.5
4 E -24.9
156>
157> L30 -
158> LX 275.0 LY 57.5 -
159> LADOS 1 2 3 4 -
160> ENG LAEA
*
***003 AVISO: Laje c/bordo livre: VERIFIQUE momento volvente
Laje 30 LX 275.0 LY 57.5 H 8 cm
P .250 tf/m2 G .200 tf/m2 LY/LX .21
KFLEX 1.100 Flecha .00 cm Flecha LIM .19 cm Hmin 7 cm
KMX 7.8 MX 1.9 tfcm/m
KMY 100.0 MY .1 tfcm/m
KMXNEG .00
KMYNEG 2.32
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 L
2 A
3 E -6.4
4 A
161>
162> L31 -
163> LX 275.0 LY 57.5 -
164> LADOS 1 2 3 4 -
165> ENG LAEA
*
***004 AVISO: Laje c/bordo livre: VERIFIQUE momento volvente
Laje 31 LX 275.0 LY 57.5 H 8 cm
P .250 tf/m2 G .200 tf/m2 LY/LX .21
KFLEX 1.100 Flecha .00 cm Flecha LIM .19 cm Hmin 7 cm
KMX 7.8 MX 1.9 tfcm/m
KMY 100.0 MY .1 tfcm/m
KMXNEG .00
KMYNEG 2.32
Apoios Vínculo Mom Neg tfcm/m
(nao compatibilizados)
1 L
2 A
3 E -6.4
4 A
166>
167> FIM
***005 AVISO: Viga 124 Trecho 7 Momento negativo não será compensado
110
***006 AVISO: Verifique o detalhamento de armaduras entre as lajes 14 e 15
***007 AVISO: Viga 125 Trecho 7 Momento negativo não será compensado
***008 AVISO: Verifique o detalhamento de armaduras entre as lajes 15 e 16
Momentos negativos equilibrados, por viga
-----------------------------------------
Viga Trecho Laje esq Mom esq Laje dir Mom dir Mom Equil
tfcm/m tfcm/m tfcm/m
101 1 3 .00
2 1 -6.41 4 -18.27 -14.62
3 5 .00
4 2 -6.41 6 -18.27 -14.62
5 7 .00
102 1 3 -31.50 8 -50.81 -41.16
2 4 -18.27 9 -20.73 -19.50
103 1 6 -18.27 11 -21.04 -19.66
2 7 -31.50 12 -50.56 -41.03
104 1 5 -42.83 10 -4.96 -34.27
105 1 8 -50.81 13 -27.63 -40.65
106 1 12 -50.56 17 -27.63 -40.44
107 1 9 -20.73 13 -27.63 -24.18
2 9 -20.73 14 -6.10 -16.59
3 10 -4.96 15 -6.67 -5.82
4 11 -21.04 16 -6.10 -16.83
5 11 -21.04 17 -27.63 -24.34
108 1 15 .00
109 1 13 -27.63 18 -27.63 -27.63
110 1 17 -27.63 19 -27.63 -27.63
111 1 18 -27.63 21 -20.73 -24.18
2 14 -6.10 21 -20.73 -16.59
112 1 22 .00
113 1 16 -6.10 23 -21.04 -16.83
2 19 -27.63 23 -21.04 -24.34
114 1 18 -27.63 20 -50.81 -40.65
115 1 19 -27.63 24 -50.56 -40.44
116 1 22 -5.58 27 -42.83 -34.27
117 1 20 -50.81 25 -31.50 -41.16
2 21 -20.73 26 -18.27 -19.50
118 1 23 -21.04 28 -18.27 -19.66
2 24 -50.56 29 -31.50 -41.03
119 1 25 .00
2 26 -18.27 30 -6.41 -14.62
3 27 .00
4 28 -18.27 31 -6.41 -14.62
5 29 .00
120 1 25 .00
2 20 .00
3 18 .00
4 13 .00
5 8 .00
6 3 .00
121 1 30 .00
2 25 -24.88 26 -16.98 -20.93
3 20 -39.60 21 -22.69 -31.68
122 1 8 -39.60 9 -22.69 -31.68
2 3 -24.88 4 -16.98 -20.93
3 1 .00
123 1 18 -18.94 14 -9.14 -15.16
2 13 -18.94 14 -9.14 -15.16
124 1 30 .00
2 26 -16.98 27 -58.85 -47.08
3 21 -22.69 27 -58.85 -47.08
4 21 -22.69 22 -3.72 -18.15
5 21 -22.69
6 14 .00
7 14 .00 15 -4.45 -4.45
8 9 -22.69 10 -3.40 -18.15
9 9 -22.69 5 -58.85 -47.08
10 4 -16.98 5 -58.85 -47.08
11 1 .00
125 1 31 .00
2 27 -58.85 28 -16.98 -47.08
3 27 -58.85 23 -22.88 -47.08
4 22 -3.72 23 -22.88 -18.31
5 23 -22.88
6 16 .00
7 15 -4.45 16 .00 -4.45
8 10 -3.40 11 -22.88 -18.31
9 5 -58.85 11 -22.88 -47.08
10 5 -58.85 6 -16.98 -47.08
11 2 .00
126 1 16 -9.14 19 -18.94 -15.16
2 16 -9.14 17 -18.94 -15.16
127 1 31 .00
2 28 -16.98 29 -24.88 -20.93
3 23 -22.88 24 -39.60 -31.68
128 1 11 -22.88 12 -39.60 -31.68
2 6 -16.98 7 -24.88 -20.93
3 2 .00
129 1 29 .00
2 24 .00
3 19 .00
4 17 .00
5 12 .00
6 7 .00
Momentos equilibrados
---------------------
Laje MX MY M1 M2 M3 M4
tfcm/m tfcm/m tfcm/m tfcm/m tfcm/m tfcm/m
1 1.9 .1 -14.6
2 1.9 .1 -14.6
3 10.1 14.3 -41.2 -20.9
4 6.5 9.6 -19.5 -47.1 -14.6 -20.9
5 39.6 19.9 -34.3 -47.1 -47.1
6 6.5 9.6 -19.7 -20.9 -14.6 -47.1
7 10.1 14.3 -41.0 -20.9
8 18.5 33.1 -40.6 -31.7 -41.2
9 12.1 10.6 -24.2 -47.1 -19.5 -31.7
10 1.0 2.5 -5.8 -18.3 -34.3 -18.2
11 12.1 10.8 -24.3 -31.7 -19.7 -47.1
12 18.5 32.8 -40.4 -41.0 -31.7
13 8.1 15.5 -27.6 -15.2 -40.6
14 5.2 1.5 -16.6 -16.6 -15.2
15 1.1 4.2 -4.4 -5.8 -4.4
16 5.2 1.5 -16.8 -15.2 -16.8
17 8.1 15.5 -27.6 -40.4 -15.2
18 8.1 15.5 -40.6 -15.2 -27.6
111
19 8.1 15.5 -40.4 -27.6 -15.2
20 18.5 33.1 -41.2 -31.7 -40.6
21 12.1 10.6 -19.5 -47.1 -24.2 -31.7
22 .9 3.1 -34.3 -18.3 -18.2
23 12.1 10.8 -19.7 -31.7 -24.3 -47.1
24 18.5 32.8 -41.0 -40.4 -31.7
25 10.1 14.3 -20.9 -41.2
26 6.5 9.6 -14.6 -47.1 -19.5 -20.9
27 39.6 19.9 -47.1 -34.3 -47.1
28 6.5 9.6 -14.6 -20.9 -19.7 -47.1
29 10.1 14.3 -41.0 -20.9
30 1.9 .1 -14.6
31 1.9 .1 -14.6
Cisalhamento
------------
Laje Cortante TALWC TALWD TALWU AS OBS
tf kg/cm2 kg/cm2 kg/cm2 cm2/m
1 .20 6.38 .50 .50
2 .20 6.38 .50 .50
3 .49 6.26 .92 .92
4 .32 6.26 .60 .60
5 .78 6.21 1.29 1.29
6 .32 6.26 .60 .60
7 .49 6.26 .91 .92
8 .69 6.26 1.29 1.29
9 .37 6.26 .69 .69
10 .19 6.38 .48 .48
11 .37 6.26 .69 .69
12 .69 6.26 1.29 1.30
13 .51 6.26 .96 .96
14 .26 6.38 .67 .67
15 .22 6.38 .56 .56
16 .26 6.38 .67 .67
17 .51 6.26 .95 .95
18 .51 6.26 .95 .95
19 .51 6.26 .96 .96
20 .69 6.26 1.29 1.29
21 .37 6.26 .69 .69
22 .20 6.38 .52 .52
23 .37 6.26 .69 .69
24 .69 6.26 1.29 1.30
25 .49 6.26 .91 .92
26 .32 6.26 .60 .60
27 .78 6.21 1.28 1.28
28 .32 6.26 .60 .60
29 .49 6.26 .91 .92
30 .20 6.38 .51 .51
31 .20 6.38 .51 .51
Detalhamento
------------
Laje 1 LX= 275.0 LY= 57.5 H= 8.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 1.9 1.20 4 5.0 283 15.0
Y .1 1.20 18 5.0 59 15.0
AP 1 -14.6 1.20 6.3 20.0
AP 2 .0 .00 6.3 20.0
AP 3 .0 .00 6.3 20.0
AP 4 .0 .00 6.3 20.0
Laje 2 LX= 275.0 LY= 57.5 H= 8.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 1.9 1.20 4 5.0 283 15.0
Y .1 1.20 18 5.0 59 15.0
AP 1 -14.6 1.20 6.3 20.0
AP 2 .0 .00 6.3 20.0
AP 3 .0 .00 6.3 20.0
AP 4 .0 .00 6.3 20.0
Laje 3 LX= 355.0 LY= 250.0 H=10.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 10.1 1.50 12 6.3 363 20.0
Y 14.3 1.50 17 6.3 258 20.0
AP 1 -41.2 1.92 6.3 15.0
AP 2 -20.9 1.50 6.3 20.0
AP 3 .0 .00 6.3 20.0
AP 4 .0 .00 6.3 20.0
Laje 4 LX= 275.0 LY= 250.0 H=10.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 6.5 1.50 12 6.3 284 20.0
Y 9.6 1.50 13 6.3 259 20.0
AP 1 -19.5 1.50 6.3 20.0
AP 2 -47.1 2.21 6.3 12.5
AP 3 -14.6 1.20 6.3 20.0
AP 4 -20.9 1.50 6.3 20.0
Laje 5 LX= 320.0 LY= 445.0 H=11.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 39.6 1.65 29 6.3 329 15.0
Y 19.9 1.65 21 6.3 453 15.0
AP 1 -34.3 2.27 6.3 12.5
AP 2 -47.1 2.21 6.3 12.5
AP 3 .0 .00 6.3 20.0
AP 4 -47.1 2.21 6.3 12.5
112
Laje 6 LX= 275.0 LY= 250.0 H=10.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 6.5 1.50 12 6.3 284 20.0
Y 9.6 1.50 13 6.3 259 20.0
AP 1 -19.7 1.50 6.3 20.0
AP 2 -20.9 1.50 6.3 20.0
AP 3 -14.6 1.20 6.3 20.0
AP 4 -47.1 2.21 6.3 12.5
Laje 7 LX= 355.0 LY= 250.0 H=10.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 10.1 1.50 12 6.3 363 20.0
Y 14.3 1.50 17 6.3 258 20.0
AP 1 -41.0 1.91 6.3 15.0
AP 2 .0 .00 6.3 20.0
AP 3 .0 .00 6.3 20.0
AP 4 -20.9 1.50 6.3 20.0
Laje 8 LX= 357.5 LY= 290.0 H=10.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 18.5 1.50 15 6.3 357 20.0
Y 33.1 1.53 18 6.3 290 20.0
AP 1 -40.6 1.89 6.3 15.0
AP 2 -31.7 1.50 6.3 20.0
AP 3 -41.2 1.92 6.3 15.0
AP 4 .0 .00 6.3 20.0
Laje 9 LX= 275.0 LY= 310.0 H=10.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 12.1 1.50 16 6.3 275 20.0
Y 10.6 1.50 14 6.3 310 20.0
AP 1 -24.2 1.57 6.3 15.0
AP 2 -47.1 3.27 8.0 15.0
AP 3 -19.5 1.50 6.3 20.0
AP 4 -31.7 1.50 6.3 20.0
Laje 10 LX= 320.0 LY= 115.0 H= 8.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 1.0 1.20 7 5.0 329 15.0
Y 2.5 1.20 21 5.0 124 15.0
AP 1 -5.8 1.20 6.3 20.0
AP 2 -18.3 1.20 6.3 20.0
AP 3 -34.3 2.27 6.3 12.5
AP 4 -18.2 1.20 6.3 20.0
Laje 11 LX= 277.5 LY= 310.0 H=10.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 12.1 1.50 16 6.3 277 20.0
Y 10.8 1.50 14 6.3 310 20.0
AP 1 -24.3 1.58 6.3 15.0
AP 2 -31.7 1.50 6.3 20.0
AP 3 -19.7 1.50 6.3 20.0
AP 4 -47.1 3.27 8.0 15.0
Laje 12 LX= 355.0 LY= 290.0 H=10.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 18.5 1.50 15 6.3 355 20.0
Y 32.8 1.52 18 6.3 290 20.0
AP 1 -40.4 1.88 6.3 15.0
AP 2 .0 .00 6.3 20.0
AP 3 -41.0 1.91 6.3 15.0
AP 4 -31.7 1.50 6.3 20.0
Laje 13 LX= 502.5 LY= 257.5 H=10.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 8.1 1.50 13 6.3 502 20.0
Y 15.5 1.50 26 6.3 257 20.0
AP 1 -27.6 1.50 6.3 20.0
AP 2 -15.2 1.20 6.3 20.0
AP 3 -40.6 1.89 6.3 15.0
AP 4 .0 .00 6.3 20.0
Laje 14 LX= 127.5 LY= 435.0 H= 8.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 5.2 1.20 28 5.0 136 15.0
Y 1.5 1.20 8 5.0 444 15.0
AP 1 -16.6 1.20 6.3 20.0
AP 2 .0 .00 6.3 20.0
AP 3 -16.6 1.20 6.3 20.0
AP 4 -15.2 1.20 6.3 20.0
Laje 15 LX= 320.0 LY= 108.9 H= 8.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 1.1 1.20 6 5.0 329 15.0
113
Y 4.2 1.20 21 5.0 117 15.0
AP 1 .0 .00 6.3 20.0
AP 2 -4.4 1.20 6.3 20.0
AP 3 -5.8 1.20 6.3 20.0
AP 4 -4.4 1.20 6.3 20.0
Laje 16 LX= 127.5 LY= 435.0 H= 8.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 5.2 1.20 28 5.0 136 15.0
Y 1.5 1.20 8 5.0 444 15.0
AP 1 -16.8 1.20 6.3 20.0
AP 2 -15.2 1.20 6.3 20.0
AP 3 -16.8 1.20 6.3 20.0
AP 4 .0 .00 6.3 20.0
Laje 17 LX= 502.5 LY= 257.5 H=10.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 8.1 1.50 13 6.3 502 20.0
Y 15.5 1.50 26 6.3 257 20.0
AP 1 -27.6 1.50 6.3 20.0
AP 2 .0 .00 6.3 20.0
AP 3 -40.4 1.88 6.3 15.0
AP 4 -15.2 1.20 6.3 20.0
Laje 18 LX= 502.5 LY= 257.5 H=10.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 8.1 1.50 13 6.3 502 20.0
Y 15.5 1.50 26 6.3 257 20.0
AP 1 -40.6 1.89 6.3 15.0
AP 2 -15.2 1.20 6.3 20.0
AP 3 -27.6 1.50 6.3 20.0
AP 4 .0 .00 6.3 20.0
Laje 19 LX= 502.5 LY= 257.5 H=10.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 8.1 1.50 13 6.3 502 20.0
Y 15.5 1.50 26 6.3 257 20.0
AP 1 -40.4 1.88 6.3 15.0
AP 2 .0 .00 6.3 20.0
AP 3 -27.6 1.50 6.3 20.0
AP 4 -15.2 1.20 6.3 20.0
Laje 20 LX= 357.5 LY= 290.0 H=10.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 18.5 1.50 15 6.3 357 20.0
Y 33.1 1.53 18 6.3 290 20.0
AP 1 -41.2 1.92 6.3 15.0
AP 2 -31.7 1.50 6.3 20.0
AP 3 -40.6 1.89 6.3 15.0
AP 4 .0 .00 6.3 20.0
Laje 21 LX= 275.0 LY= 310.0 H=10.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 12.1 1.50 16 6.3 275 20.0
Y 10.6 1.50 14 6.3 310 20.0
AP 1 -19.5 1.50 6.3 20.0
AP 2 -47.1 3.27 8.0 15.0
AP 3 -24.2 1.57 6.3 15.0
AP 4 -31.7 1.50 6.3 20.0
Laje 22 LX= 320.0 LY= 99.6 H= 8.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X .9 1.20 6 5.0 329 15.0
Y 3.1 1.20 21 5.0 108 15.0
AP 1 -34.3 2.27 6.3 12.5
AP 2 -18.3 1.20 6.3 20.0
AP 3 .0 .00 6.3 20.0
AP 4 -18.2 1.20 6.3 20.0
Laje 23 LX= 277.5 LY= 310.0 H=10.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 12.1 1.50 16 6.3 277 20.0
Y 10.8 1.50 14 6.3 310 20.0
AP 1 -19.7 1.50 6.3 20.0
AP 2 -31.7 1.50 6.3 20.0
AP 3 -24.3 1.58 6.3 15.0
AP 4 -47.1 3.27 8.0 15.0
Laje 24 LX= 355.0 LY= 290.0 H=10.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 18.5 1.50 15 6.3 355 20.0
Y 32.8 1.52 18 6.3 290 20.0
AP 1 -41.0 1.91 6.3 15.0
AP 2 .0 .00 6.3 20.0
AP 3 -40.4 1.88 6.3 15.0
AP 4 -31.7 1.50 6.3 20.0
114
Laje 25 LX= 355.0 LY= 250.0 H=10.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 10.1 1.50 12 6.3 363 20.0
Y 14.3 1.50 17 6.3 258 20.0
AP 1 .0 .00 6.3 20.0
AP 2 -20.9 1.50 6.3 20.0
AP 3 -41.2 1.92 6.3 15.0
AP 4 .0 .00 6.3 20.0
Laje 26 LX= 275.0 LY= 250.0 H=10.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 6.5 1.50 12 6.3 284 20.0
Y 9.6 1.50 13 6.3 259 20.0
AP 1 -14.6 1.20 6.3 20.0
AP 2 -47.1 2.21 6.3 12.5
AP 3 -19.5 1.50 6.3 20.0
AP 4 -20.9 1.50 6.3 20.0
Laje 27 LX= 320.0 LY= 445.0 H=11.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 39.6 1.65 29 6.3 329 15.0
Y 19.9 1.65 21 6.3 453 15.0
AP 1 .0 .00 6.3 20.0
AP 2 -47.1 2.21 6.3 12.5
AP 3 -34.3 2.27 6.3 12.5
AP 4 -47.1 2.21 6.3 12.5
Laje 28 LX= 275.0 LY= 250.0 H=10.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 6.5 1.50 12 6.3 284 20.0
Y 9.6 1.50 13 6.3 259 20.0
AP 1 -14.6 1.20 6.3 20.0
AP 2 -20.9 1.50 6.3 20.0
AP 3 -19.7 1.50 6.3 20.0
AP 4 -47.1 2.21 6.3 12.5
Laje 29 LX= 355.0 LY= 250.0 H=10.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 10.1 1.50 12 6.3 363 20.0
Y 14.3 1.50 17 6.3 258 20.0
AP 1 .0 .00 6.3 20.0
AP 2 .0 .00 6.3 20.0
AP 3 -41.0 1.91 6.3 15.0
AP 4 -20.9 1.50 6.3 20.0
Laje 30 LX= 275.0 LY= 57.5 H= 8.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 1.9 1.20 4 5.0 283 15.0
Y .1 1.20 18 5.0 59 15.0
AP 1 .0 .00 6.3 20.0
AP 2 .0 .00 6.3 20.0
AP 3 -14.6 1.20 6.3 20.0
AP 4 .0 .00 6.3 20.0
Laje 31 LX= 275.0 LY= 57.5 H= 8.
Armad Momen AS N.Fer Bit Compr Espac
tfcm/m cm2 mm cm cm
X 1.9 1.20 4 5.0 283 15.0
Y .1 1.20 18 5.0 59 15.0
AP 1 .0 .00 6.3 20.0
AP 2 .0 .00 6.3 20.0
AP 3 -14.6 1.20 6.3 20.0
AP 4 .0 .00 6.3 20.0
Comprimentos dos ferros negativos
---------------------------------
Viga Trecho Laje esq Cmpr esq Laje dir Cmpr dir
cm cm
101 1 3 62.
2 1 58. 4 62.
3 5 80.
4 2 58. 6 62.
5 7 62.
102 1 3 72. 8 72.
2 4 68. 9 68.
103 1 6 69. 11 69.
2 7 72. 12 72.
104 1 5 80. 10 80.
105 1 8 72. 13 72.
106 1 12 72. 17 72.
107 1 9 72. 13 72.
2 9 68. 14 68.
3 10 28. 15 28.
4 11 69. 16 69.
5 11 72. 17 72.
108 1 15 27.
109 1 13 64. 18 64.
110 1 17 64. 19 64.
111 1 18 72. 21 72.
2 14 68. 21 68.
112 1 22 24.
113 1 16 69. 23 69.
2 19 72. 23 72.
115
114 1 18 72. 20 72.
115 1 19 72. 24 72.
116 1 22 80. 27 80.
117 1 20 72. 25 72.
2 21 68. 26 68.
118 1 23 69. 28 69.
2 24 72. 29 72.
119 1 25 62.
2 26 62. 30 58.
3 27 80.
4 28 62. 31 58.
5 29 62.
120 1 25 62.
2 20 72.
3 18 64.
4 13 64.
5 8 72.
6 3 62.
121 1 30 14.
2 25 62. 26 62.
3 20 72. 21 72.
122 1 8 72. 9 72.
2 3 62. 4 62.
3 1 14.
123 1 18 64. 14 64.
2 13 64. 14 64.
124 1 30 14.
2 26 80. 27 80.
3 21 80. 27 80.
4 21 80. 22 80.
5 21 80.
6 14 31.
7 14 31. 15 31.
8 9 80. 10 80.
9 9 80. 5 80.
10 4 80. 5 80.
11 1 14.
125 1 31 14.
2 27 80. 28 80.
3 27 80. 23 80.
4 22 80. 23 80.
5 23 80.
6 16 31.
7 15 31. 16 31.
8 10 80. 11 80.
9 5 80. 11 80.
10 5 80. 6 80.
11 2 14.
126 1 16 64. 19 64.
2 16 64. 17 64.
127 1 31 14.
2 28 62. 29 62.
3 23 72. 24 72.
128 1 11 72. 12 72.
2 6 62. 7 62.
3 2 14.
129 1 29 62.
2 24 72.
3 19 64.
4 17 64.
5 12 72.
6 7 62.
3.2.3 Pilares
ACRTS-ASSOC.CULT.RENOV.TEC.SOROCABANA LISPIL - Listagem dos resultados -P-A-S- por pil (V11 ) Pg 1
ROD.SEN.JOSE ERMIRIO DE MORAES, KM.1,5 SOROCABA 18110-000 SP 33538300
T Q S Projeto: 0001 - GRUPO 12 14/01/16
CAD/Pilar TQS 18:29:50
-----------------------------------------------------------------------------------------------------------------------------------
ESFORCOS FINAIS DE CALCULO OBS:**** Lambda > limite LAMB= Indice de Esbeltez LAMBDA
-------------------------- : T Esforcos no TOPO LE = Comprimento de Flambagem LE
(Momentos Vetoriais no Sistema Local) : M Esf. no pto MEDIO VC = Forca Normal Inicial Calculo
: B Esforcos na BASE Cmaj= Coef.Majoracao da VC p/DIMENS.COMPRESSAO
Vd = Forca Normal Final Calculo : N Majoracao da VC com ni < 0.7
Mdx = Mom.Final Calculo direcao x MCx = Mom.Inic. Calculo direcao x M2x = Mom.Segunda Ordem direcao x
Mdy = Mom.Final Calculo direcao y MCy = Mom.Inic. Calculo direcao y M2y = Mom.Segunda Ordem direcao y
M1x = Mom.PrimeiraOrdem direcao x MOx = Mom.Obliquo antes da Normaliz.
M1y = Mom.PrimeiraOrdem direcao y MOy = Mom.Obliquo antes da Normaliz.
PILAR:P1 num. 1 Valores Intermediarios de Calculo
.----.-----------.------------.------------. .------.------.------.------.------.----.----.------.------.------.------.------.----.
LANC Vd (tf) Mdx (tf,cm) Mdy (tf,cm)| | OBS | MCx | MCy | M1x | M1y |LAMB|LBLM| M2x | M2y | MOx | MOy | VC |Cmaj|
.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.
| Cobertura .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 3 4.3 19.7 -160.6 | | T 20. -161. 20. -161. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.3 -24.5 199.4 | | B -25. 199. -25. 199. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.5 19.5 -209.4 | | T 19. -209. 19. -209. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.5 -10.5 -83.8 | | M -10. -84. -10. -84. 57. 61. 0. 0. 0. 0. 4. 1.000
|L 3 4.5 -24.2 200.6 | | B -24. 201. -24. 201. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.1 20.0 -111.6 | | T 20. -112. 20. -112. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.1 -24.8 198.0 | | B -25. 198. -25. 198. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.0 -29.0 -151.5 | | T -29. -151. -29. -151. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.0 -29.0 69.2 | | M -19. 69. -19. 69. 57. 43. -8. 0. 0. 0. 4. 1.000
|L 3 4.1 8.4 174.6 | | B 4. 175. 8. 175. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.6 67.8 -167.3 | | T 68. -167. 68. -167. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 3 4.6 27.1 89.7 | | M 27. 90. 27. 90. 57. 72. 0. 0. 0. 0. 5. 1.000
|L 3 4.6 -53.1 224.1 | | B -53. 224. -53. 224. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 3 4.6 19.0 -242.2 | | T 19. -242. 19. -242. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 3 4.6 -10.4 -96.9 | | M -10. -97. -10. -97. 57. 60. 0. 0. 0. 0. 5. 1.000
|L 3 4.6 -23.7 197.7 | | B -24. 198. -24. 198. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 3 4.0 20.0 -79.1 | | T 20. -79. 20. -79. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.0 -24.8 193.1 | | B -25. 193. -25. 193. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 3.9 -60.9 -147.1 | | T -61. -147. -61. -147. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 3.9 -30.3 61.1 | | M -30. 61. -30. 61. 57. 61. 0. 0. 0. 0. 4. 1.000
|L 3 3.9 23.7 152.7 | | B 24. 153. 24. 153. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.7 99.4 -171.9 | | T 99. -172. 99. -172. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 3 4.7 39.8 94.6 | | M 40. 95. 40. 95. 57. 76. 0. 0. 0. 0. 5. 1.000
|L 3 4.7 -71.7 236.6 | | B -72. 237. -72. 237. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 3 4.1 -28.1 -153.9 | | T -28. -154. -28. -154. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.1 -28.1 69.8 | | M -19. 70. -19. 70. 57. 42. -8. 0. 0. 0. 4. 1.000
|L 3 3.9 -60.1 -149.4 | | T -60. -149. -60. -149. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 3.9 -30.1 61.7 | | M -30. 62. -30. 62. 57. 60. 0. 0. 0. 0. 4. 1.000
116
|L 3 3.9 23.0 154.3 | | B 23. 154. 23. 154. 0. 0. 0. 0. 0. 0. 4. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 2o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 2 12.3 25.6 -229.7 | | T 23. -230. 26. -230. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 2 12.3 45.4 -91.9 | | M 23. -92. 26. -92. 57. 35. 20. 0. 0. 0. 12. 1.000
|L 2 12.3 -25.6 192.5 | | B -19. 193. -26. 193. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 2 12.9 26.6 -313.2 | | T 23. -313. 27. -313. 0. 0. 0. 0. 0. 0. 13. 1.000
|L 2 12.8 47.1 -128.1 | | M 22. -128. 27. -128. 57. 35. 21. 0. 0. 0. 13. 1.000
|L 2 12.9 -26.6 188.2 | | B -19. 188. -27. 188. 0. 0. 0. 0. 0. 0. 13. 1.000
|L 2 11.8 24.5 -146.4 | | T 23. -146. 24. -146. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 2 11.8 43.5 78.7 | | M 23. 79. 24. 79. 57. 35. 19. 0. 0. 0. 12. 1.000
|L 2 11.8 -24.5 196.8 | | B -20. 197. -24. 197. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 2 11.6 -55.9 -261.2 | | T -56. -261. -56. -261. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 2 11.6 -55.9 -104.5 | | M -33. -104. -33. -104. 57. 46. -21. 0. 0. 0. 12. 1.000
|L 2 11.6 26.2 230.4 | | B 26. 230. 26. 230. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 2 13.1 101.2 -197.1 | | T 101. -197. 101. -197. 0. 0. 0. 0. 0. 0. 13. 1.000
|L 2 13.1 -64.5 153.0 | | B -65. 153. -65. 153. 0. 0. 0. 0. 0. 0. 13. 1.000
|L 2 13.1 27.0 -363.0 | | T 22. -363. 27. -363. 0. 0. 0. 0. 0. 0. 13. 1.000
|L 2 13.1 -27.0 180.0 | | B -18. 180. -27. 180. 0. 0. 0. 0. 0. 0. 13. 1.000
|L 2 11.3 23.5 -85.0 | | T 23. -85. 23. -85. 0. 0. 0. 0. 0. 0. 11. 1.000
|L 2 11.3 41.6 96.4 | | M 23. 96. 23. 96. 57. 35. 18. 0. 0. 0. 11. 1.000
|L 2 11.3 -23.5 194.6 | | B -19. 195. -23. 195. 0. 0. 0. 0. 0. 0. 11. 1.000
|L 2 10.9 -108.4 -277.2 | | T -108. -277. -108. -277. 0. 0. 0. 0. 0. 0. 11. 1.000
|L 2 10.9 56.7 251.4 | | B 57. 251. 57. 251. 0. 0. 0. 0. 0. 0. 11. 1.000
|L 2 13.4 152.6 -169.7 | | T 153. -170. 153. -170. 0. 0. 0. 0. 0. 0. 13. 1.000
|L 2 13.4 -94.1 121.5 | | B -94. 122. -94. 122. 0. 0. 0. 0. 0. 0. 13. 1.000
|L 2 12.9 47.3 -128.1 | | M 23. -128. 27. -128. 57. 35. 21. 0. 0. 0. 13. 1.000
|L 2 11.6 -55.3 -262.2 | | T -55. -262. -55. -262. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 2 11.6 25.8 231.8 | | B 26. 232. 26. 232. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 2 10.9 -107.8 -278.0 | | T -108. -278. -108. -278. 0. 0. 0. 0. 0. 0. 11. 1.000
|L 2 10.9 56.3 252.8 | | B 56. 253. 56. 253. 0. 0. 0. 0. 0. 0. 11. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 1o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 1 20.1 41.6 -190.5 | | T 27. -191. 42. -191. 0. 0. 0. 0. 0. 0. 20. 1.000
|L 1 20.1 -87.3 -76.6 | | M -34. -77. -42. -77. 66. 36. -46. 0. 0. 0. 20. 1.000
|L 1 20.1 -46.6 154.7 | | B -47. 155. -47. 155. 0. 0. 0. 0. 0. 0. 20. 1.000
|L 1 21.1 43.8 -328.3 | | T 26. -328. 44. -328. 0. 0. 0. 0. 0. 0. 21. 1.000
|L 1 21.1 -91.9 -131.3 | | M -35. -131. -44. -131. 66. 35. -48. 0. 0. 0. 21. 1.000
|L 1 21.1 -46.2 273.7 | | B -46. 274. -46. 274. 0. 0. 0. 0. 0. 0. 21. 1.000
|L 1 19.1 39.5 -57.2 | | T 27. -53. 39. -57. 0. 0. 0. 0. 0. 0. 19. 1.000
|L 1 19.1 -82.8 -57.2 | | M -33. -53. -39. -57. 66. 37. -43. 0. 0. 0. 19. 1.000
|L 1 19.1 -46.9 57.2 | | B -47. 36. -47. 57. 0. 0. 0. 0. 0. 0. 19. 1.000
|L 1 18.2 -77.6 -116.8 | | T -78. -117. -78. -117. 0. 0. 0. 0. 0. 0. 18. 1.000
|L 1 18.2 112.0 58.3 | | M 51. 58. 51. 58. 66. 59. 45. 0. 0. 0. 18. 1.000
|L 1 18.2 112.0 138.5 | | B 112. 138. 112. 138. 0. 0. 0. 0. 0. 0. 18. 1.000
|L 1 21.9 131.5 -264.6 | | T 131. -265. 131. -265. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 1 21.9 -205.8 -116.7 | | M -89. -117. -89. -117. 66. 64. -60. 0. 0. 0. 22. 1.000
|L 1 21.9 -205.8 170.8 | | B -206. 171. -206. 171. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 1 21.6 44.6 -417.2 | | T 26. -417. 45. -417. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 1 21.6 -93.6 -166.9 | | M -35. -167. -45. -167. 66. 35. -49. 0. 0. 0. 22. 1.000
|L 1 21.6 -45.8 353.1 | | B -46. 353. -46. 353. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 1 18.0 37.3 54.1 | | T 27. 42. 37. 54. 0. 0. 0. 0. 0. 0. 18. 1.000
|L 1 18.1 -78.5 -54.2 | | M -32. -44. -37. -54. 66. 38. -41. 0. 0. 0. 18. 1.000
|L 1 16.8 -147.1 -64.7 | | T -147. -65. -147. -65. 0. 0. 0. 0. 0. 0. 17. 1.000
|L 1 16.8 217.7 127.8 | | B 218. 128. 218. 128. 0. 0. 0. 0. 0. 0. 17. 1.000
|L 1 22.8 200.6 -310.7 | | T 201. -311. 201. -311. 0. 0. 0. 0. 0. 0. 23. 1.000
|L 1 22.8 -125.4 -141.1 | | M -125. -141. -125. -141. 66. 71. 0. 0. 0. 0. 23. 1.000
|L 1 22.8 -311.2 181.6 | | B -311. 182. -311. 182. 0. 0. 0. 0. 0. 0. 23. 1.000
|L 1 18.3 -77.3 -116.9 | | T -77. -117. -77. -117. 0. 0. 0. 0. 0. 0. 18. 1.000
|L 1 18.3 111.9 138.6 | | B 112. 139. 112. 139. 0. 0. 0. 0. 0. 0. 18. 1.000
|L 1 16.8 -147.0 -64.8 | | T -147. -65. -147. -65. 0. 0. 0. 0. 0. 0. 17. 1.000
|L 1 16.8 217.6 128.0 | | B 218. 128. 218. 128. 0. 0. 0. 0. 0. 0. 17. 1.000
|L 1 22.8 -125.4 -141.1 | | M -125. -141. -125. -141. 66. 71. 0. 0. 0. 0. 23. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Fundacao |
.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.
PILAR:P2 num. 2 Valores Intermediarios de Calculo
.----.-----------.------------.------------. .------.------.------.------.------.----.----.------.------.------.------.------.----.
LANC Vd (tf) Mdx (tf,cm) Mdy (tf,cm)| | OBS | MCx | MCy | M1x | M1y |LAMB|LBLM| M2x | M2y | MOx | MOy | VC |Cmaj|
.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.
| Cobertura .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 3 9.1 -18.8 -423.9 | | T -9. -424. -19. -424. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 9.1 52.2 460.3 | | B 52. 460. 52. 460. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 9.1 18.8 478.1 | | B 11. 478. 19. 478. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 9.3 -19.3 -482.0 | | T -9. -482. -19. -482. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 9.3 34.2 194.9 | | M 11. 195. 19. 195. 57. 35. 15. 0. 0. 0. 9. 1.000
|L 3 9.3 19.3 487.2 | | B 11. 487. 19. 487. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 8.8 -18.3 -365.8 | | T -9. -366. -18. -366. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 8.8 32.5 187.5 | | M 11. 188. 18. 188. 57. 35. 14. 0. 0. 0. 9. 1.000
|L 3 8.8 18.3 468.9 | | B 11. 469. 18. 469. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 9.1 -64.4 -418.0 | | T -64. -418. -64. -418. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 9.0 -57.3 498.1 | | B -57. 498. -57. 498. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 9.0 84.7 -435.0 | | T 85. -435. 85. -435. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 9.5 -19.6 -520.2 | | T -9. -520. -20. -520. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 9.5 34.8 -208.1 | | M 11. -208. 20. -208. 57. 35. 15. 0. 0. 0. 9. 1.000
|L 3 9.5 19.6 481.6 | | B 11. 482. 20. 482. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 8.7 -18.0 -326.6 | | T -9. -327. -18. -327. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 8.7 31.9 180.4 | | M 11. 180. 18. 180. 57. 35. 14. 0. 0. 0. 9. 1.000
|L 3 8.7 18.0 450.9 | | B 11. 451. 18. 451. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 9.1 -101.6 -413.7 | | T -102. -414. -102. -414. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 9.1 -40.7 174.7 | | M -41. 175. -41. 175. 57. 70. 0. 0. 0. 0. 9. 1.000
|L 3 9.1 79.2 436.8 | | B 79. 437. 79. 437. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 9.1 -18.7 -425.6 | | T -9. -426. -19. -426. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 9.1 18.7 480.1 | | B 11. 480. 19. 480. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 9.3 -19.2 -483.7 | | T -9. -484. -19. -484. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 9.3 34.1 195.7 | | M 11. 196. 19. 196. 57. 35. 15. 0. 0. 0. 9. 1.000
|L 3 9.3 19.2 489.2 | | B 11. 489. 19. 489. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 8.8 -18.3 -367.5 | | T -8. -368. -18. -368. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 8.8 32.4 188.3 | | M 11. 188. 18. 188. 57. 35. 14. 0. 0. 0. 9. 1.000
|L 3 8.8 18.3 470.8 | | B 11. 471. 18. 471. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 9.1 -64.3 -419.9 | | T -64. -420. -64. -420. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 9.1 52.1 462.3 | | B 52. 462. 52. 462. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 9.1 -29.8 498.0 | | B -30. 498. -30. 498. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 9.4 -19.6 -521.9 | | T -9. -522. -20. -522. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 9.4 34.7 -208.8 | | M 11. -209. 20. -209. 57. 35. 15. 0. 0. 0. 9. 1.000
|L 3 9.4 19.6 483.6 | | B 11. 484. 20. 484. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 8.7 -17.9 -328.3 | | T -8. -328. -18. -328. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 8.7 31.9 181.2 | | M 11. 181. 18. 181. 57. 35. 14. 0. 0. 0. 9. 1.000
|L 3 8.7 17.9 453.0 | | B 11. 453. 18. 453. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 9.1 -101.4 -415.4 | | T -101. -415. -101. -415. 0. 0. 0. 0. 0. 0. 9. 1.000
117
|L 3 9.1 79.1 438.8 | | B 79. 439. 79. 439. 0. 0. 0. 0. 0. 0. 9. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 2o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 2 25.1 -102.1 -321.0 | | T -102. -321. -102. -321. 0. 0. 0. 0. 0. 0. 25. 1.000
|L 2 25.0 -92.0 -193.0 | | M -11. -193. -52. -193. 57. 35. -40. 0. 0. 0. 25. 1.000
|L 2 25.1 58.2 76.3 | | B 58. 76. 58. 76. 0. 0. 0. 0. 0. 0. 25. 1.000
|L 2 25.7 -53.1 -391.6 | | T -11. -392. -53. -392. 0. 0. 0. 0. 0. 0. 26. 1.000
|L 2 25.7 -94.3 -247.0 | | M -11. -247. -53. -247. 57. 35. -41. 0. 0. 0. 26. 1.000
|L 2 25.7 53.1 77.0 | | B 5. 47. 53. 77. 0. 0. 0. 0. 0. 0. 26. 1.000
|L 2 24.7 -162.5 -321.4 | | T -163. -321. -163. -321. 0. 0. 0. 0. 0. 0. 25. 1.000
|L 2 24.7 -162.5 -185.9 | | M -80. -186. -80. -186. 57. 55. -46. 0. 0. 0. 25. 1.000
|L 2 24.7 94.1 91.4 | | B 94. 91. 94. 91. 0. 0. 0. 0. 0. 0. 25. 1.000
|L 2 25.1 -102.1 -192.2 | | M -59. -192. -59. -192. 57. 46. -42. 0. 0. 0. 25. 1.000
|L 2 25.0 80.8 -282.2 | | T 81. -282. 81. -282. 0. 0. 0. 0. 0. 0. 25. 1.000
|L 2 25.0 91.8 -193.7 | | M 49. -194. 52. -194. 57. 43. 40. 0. 0. 0. 25. 1.000
|L 2 25.0 -51.7 75.0 | | B -50. 14. -52. 75. 0. 0. 0. 0. 0. 0. 25. 1.000
|L 2 25.6 -53.1 -439.3 | | T -11. -439. -53. -439. 0. 0. 0. 0. 0. 0. 26. 1.000
|L 2 25.6 -94.2 -276.4 | | M -11. -276. -53. -276. 57. 35. -41. 0. 0. 0. 26. 1.000
|L 2 23.6 -48.8 -140.0 | | T -10. -140. -49. -140. 0. 0. 0. 0. 0. 0. 24. 1.000
|L 2 23.6 -86.7 -96.4 | | M -10. -96. -49. -96. 57. 35. -38. 0. 0. 0. 24. 1.000
|L 2 23.6 48.8 70.8 | | B 4. 40. 49. 71. 0. 0. 0. 0. 0. 0. 24. 1.000
|L 2 24.7 -162.8 -321.9 | | T -163. -322. -163. -322. 0. 0. 0. 0. 0. 0. 25. 1.000
|L 2 24.7 -162.8 -185.1 | | M -80. -185. -80. -185. 57. 55. -46. 0. 0. 0. 25. 1.000
|L 2 24.7 94.2 94.2 | | B 94. 94. 94. 94. 0. 0. 0. 0. 0. 0. 25. 1.000
|L 2 24.5 141.8 -257.2 | | T 142. -257. 142. -257. 0. 0. 0. 0. 0. 0. 25. 1.000
|L 2 24.4 -89.6 -139.8 | | M -11. -140. -50. -140. 57. 35. -39. 0. 0. 0. 24. 1.000
|L 2 25.0 81.1 -281.8 | | T 81. -282. 81. -282. 0. 0. 0. 0. 0. 0. 25. 1.000
|L 2 25.0 91.7 -194.6 | | M 49. -195. 52. -195. 57. 43. 40. 0. 0. 0. 25. 1.000
|L 2 25.6 -94.1 -277.2 | | M -11. -277. -53. -277. 57. 35. -41. 0. 0. 0. 26. 1.000
|L 2 23.6 -86.6 -97.2 | | M -10. -97. -49. -97. 57. 35. -38. 0. 0. 0. 24. 1.000
|L 2 24.5 142.0 -256.8 | | T 142. -257. 142. -257. 0. 0. 0. 0. 0. 0. 25. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 1o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 1 34.0 -142.8 106.7 | | T -143. 107. -143. 107. 0. 0. 0. 0. 0. 0. 34. 1.000
|L 1 34.0 147.6 101.9 | | M 13. 66. 70. 102. 66. 35. 77. 0. 0. 0. 34. 1.000
|L 1 34.0 70.3 -101.9 | | B 13. -34. 70. -102. 0. 0. 0. 0. 0. 0. 34. 1.000
|L 1 35.6 -73.7 -185.2 | | T -10. -185. -74. -185. 0. 0. 0. 0. 0. 0. 36. 1.000
|L 1 35.6 154.6 106.8 | | M 14. 87. 74. 107. 66. 35. 81. 0. 0. 0. 36. 1.000
|L 1 32.6 -67.5 215.7 | | T -9. 216. -68. 216. 0. 0. 0. 0. 0. 0. 33. 1.000
|L 1 32.6 141.7 99.8 | | M 12. 100. 68. 100. 66. 35. 74. 0. 0. 0. 33. 1.000
|L 1 32.6 67.5 -171.9 | | B 12. -172. 68. -172. 0. 0. 0. 0. 0. 0. 33. 1.000
|L 1 34.0 227.1 101.9 | | M 107. 82. 107. 102. 66. 57. 87. 0. 0. 0. 34. 1.000
|L 1 34.0 227.1 -101.9 | | B 227. -58. 227. -102. 0. 0. 0. 0. 0. 0. 34. 1.000
|L 1 34.0 125.0 101.9 | | T 125. 26. 125. 102. 0. 0. 0. 0. 0. 0. 34. 1.000
|L 1 34.0 -202.3 101.9 | | M -100. 26. -100. 102. 66. 55. -85. 0. 0. 0. 34. 1.000
|L 1 34.0 -202.3 -101.9 | | B -202. -10. -202. -102. 0. 0. 0. 0. 0. 0. 34. 1.000
|L 1 35.6 73.7 197.3 | | B 14. 197. 74. 197. 0. 0. 0. 0. 0. 0. 36. 1.000
|L 1 31.1 -64.4 313.2 | | T -8. 313. -64. 313. 0. 0. 0. 0. 0. 0. 31. 1.000
|L 1 31.1 135.1 125.3 | | M 12. 125. 64. 125. 66. 35. 71. 0. 0. 0. 31. 1.000
|L 1 31.1 64.4 -263.2 | | B 12. -263. 64. -263. 0. 0. 0. 0. 0. 0. 31. 1.000
|L 1 33.3 -231.8 131.2 | | T -232. 131. -232. 131. 0. 0. 0. 0. 0. 0. 33. 1.000
|L 1 33.3 156.9 100.0 | | M 157. 90. 157. 100. 66. 66. 0. 0. 0. 0. 33. 1.000
|L 1 33.3 370.0 -100.0 | | B 370. -73. 370. -100. 0. 0. 0. 0. 0. 0. 33. 1.000
|L 1 33.3 214.2 -100.0 | | T 214. -3. 214. -100. 0. 0. 0. 0. 0. 0. 33. 1.000
|L 1 33.3 -345.0 100.0 | | B -345. 7. -345. 100. 0. 0. 0. 0. 0. 0. 33. 1.000
|L 1 35.2 -72.9 -105.7 | | T -10. -80. -73. -106. 0. 0. 0. 0. 0. 0. 35. 1.000
|L 1 35.2 153.0 105.7 | | M 14. 104. 73. 106. 66. 35. 80. 0. 0. 0. 35. 1.000
|L 1 32.5 -67.3 219.0 | | T -8. 219. -67. 219. 0. 0. 0. 0. 0. 0. 33. 1.000
|L 1 32.5 141.3 101.5 | | M 12. 101. 67. 101. 66. 35. 74. 0. 0. 0. 33. 1.000
|L 1 32.5 67.3 -172.3 | | B 12. -172. 67. -172. 0. 0. 0. 0. 0. 0. 33. 1.000
|L 1 33.9 -142.7 109.8 | | T -143. 110. -143. 110. 0. 0. 0. 0. 0. 0. 34. 1.000
|L 1 33.9 -202.3 101.6 | | M -99. 29. -99. 102. 66. 55. -85. 0. 0. 0. 34. 1.000
|L 1 31.0 -64.2 316.3 | | T -8. 316. -64. 316. 0. 0. 0. 0. 0. 0. 31. 1.000
|L 1 31.0 134.6 126.5 | | M 12. 127. 64. 127. 66. 35. 70. 0. 0. 0. 31. 1.000
|L 1 31.0 64.2 -263.6 | | B 12. -264. 64. -264. 0. 0. 0. 0. 0. 0. 31. 1.000
|L 1 33.2 -231.7 134.4 | | T -232. 134. -232. 134. 0. 0. 0. 0. 0. 0. 33. 1.000
|L 1 33.2 214.3 99.7 | | T 214. 0. 214. 100. 0. 0. 0. 0. 0. 0. 33. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Fundacao |
.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.
PILAR:P3 num. 3 Valores Intermediarios de Calculo
.----.-----------.------------.------------. .------.------.------.------.------.----.----.------.------.------.------.------.----.
LANC Vd (tf) Mdx (tf,cm) Mdy (tf,cm)| | OBS | MCx | MCy | M1x | M1y |LAMB|LBLM| M2x | M2y | MOx | MOy | VC |Cmaj|
.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.
| Cobertura .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 3 7.9 -16.5 -325.9 | | T -2. -326. -16. -326. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 8.0 -56.7 -324.2 | | T -57. -324. -57. -324. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 7.9 16.5 316.3 | | B 1. 316. 16. 316. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 8.2 -16.9 -383.0 | | T -2. -383. -17. -383. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 8.2 -30.0 -153.2 | | M -2. -153. -17. -153. 57. 35. -13. 0. 0. 0. 8. 1.000
|L 3 8.2 16.9 331.0 | | B 1. 331. 17. 331. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 7.7 -16.0 -268.7 | | T -2. -269. -16. -269. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 7.7 -28.4 120.5 | | M -2. 121. -16. 121. 57. 35. -12. 0. 0. 0. 8. 1.000
|L 3 7.7 16.0 301.3 | | B 1. 301. 16. 301. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 8.0 40.0 309.8 | | B 40. 310. 40. 310. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 7.9 89.6 -321.6 | | T 90. -322. 90. -322. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 7.9 -65.4 318.2 | | B -65. 318. -65. 318. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 8.3 -17.2 -420.8 | | T -2. -421. -17. -421. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 8.3 -30.5 -168.3 | | M -2. -168. -17. -168. 57. 35. -13. 0. 0. 0. 8. 1.000
|L 3 8.3 17.2 332.1 | | B 1. 332. 17. 332. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 7.6 -15.7 -230.2 | | T -2. -230. -16. -230. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 7.5 27.7 109.9 | | M 0. 110. 16. 110. 57. 35. 12. 0. 0. 0. 8. 1.000
|L 3 7.6 15.7 282.5 | | B 0. 283. 16. 283. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 8.0 -93.1 -322.8 | | T -93. -323. -93. -323. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 8.0 66.1 296.8 | | B 66. 297. 66. 297. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 7.9 -65.7 310.5 | | B -66. 311. -66. 311. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 7.9 89.2 -328.3 | | T 89. -328. 89. -328. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 7.9 -38.9 322.7 | | B -39. 323. -39. 323. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 7.6 -27.9 113.0 | | M -2. 113. -16. 113. 57. 35. -12. 0. 0. 0. 8. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 2o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 2 21.9 45.2 -165.5 | | T 0. -165. 45. -165. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 2 22.0 -88.6 -172.1 | | T -89. -172. -89. -172. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 2 21.9 -45.2 65.6 | | B -3. 2. -45. 66. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 2 22.6 46.7 -363.9 | | T 0. -364. 47. -364. 0. 0. 0. 0. 0. 0. 23. 1.000
|L 2 22.7 -83.2 -206.8 | | M -1. -207. -47. -207. 57. 35. -36. 0. 0. 0. 23. 1.000
118
|L 2 22.6 -46.7 67.7 | | B -1. 61. -47. 68. 0. 0. 0. 0. 0. 0. 23. 1.000
|L 2 21.1 149.2 -144.5 | | T 149. -144. 149. -144. 0. 0. 0. 0. 0. 0. 21. 1.000
|L 2 21.1 -88.5 -63.4 | | B -88. -12. -88. -63. 0. 0. 0. 0. 0. 0. 21. 1.000
|L 2 22.0 -89.0 -124.8 | | M -52. -125. -52. -125. 57. 45. -37. 0. 0. 0. 22. 1.000
|L 2 22.0 48.4 66.0 | | B 48. 12. 48. 66. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 2 21.6 89.7 -157.6 | | T 90. -158. 90. -158. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 2 21.7 -147.7 -167.6 | | T -148. -168. -148. -168. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 2 22.6 82.9 -203.7 | | M 0. -204. 47. -204. 57. 35. 36. 0. 0. 0. 23. 1.000
|L 2 22.6 46.7 104.3 | | B 0. 104. 47. 104. 0. 0. 0. 0. 0. 0. 23. 1.000
|L 2 20.3 41.9 60.8 | | T 2. 51. 42. 61. 0. 0. 0. 0. 0. 0. 20. 1.000
|L 2 20.3 -74.5 -63.1 | | M -5. -63. -42. -63. 57. 35. -33. 0. 0. 0. 20. 1.000
|L 2 20.3 -41.9 -98.8 | | B -5. -99. -42. -99. 0. 0. 0. 0. 0. 0. 20. 1.000
|L 2 21.7 -147.7 -119.6 | | M -74. -120. -74. -120. 57. 55. -41. 0. 0. 0. 22. 1.000
|L 2 21.7 82.3 65.1 | | B 82. 17. 82. 65. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 2 22.6 46.7 -290.5 | | T 0. -290. 47. -290. 0. 0. 0. 0. 0. 0. 23. 1.000
|L 2 21.2 -88.3 -63.7 | | B -88. -18. -88. -64. 0. 0. 0. 0. 0. 0. 21. 1.000
|L 2 21.7 89.6 -159.0 | | T 90. -159. 90. -159. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 2 22.7 -46.9 -365.1 | | T -1. -365. -47. -365. 0. 0. 0. 0. 0. 0. 23. 1.000
|L 2 22.7 46.9 98.6 | | B 0. 99. 47. 99. 0. 0. 0. 0. 0. 0. 23. 1.000
|L 2 21.2 149.1 -145.7 | | T 149. -146. 149. -146. 0. 0. 0. 0. 0. 0. 21. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 1o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 1 31.2 191.1 93.5 | | M 92. 52. 92. 94. 66. 56. 78. 0. 0. 0. 31. 1.000
|L 1 30.9 -134.2 92.7 | | M -15. 37. -64. 93. 66. 35. -70. 0. 0. 0. 31. 1.000
|L 1 30.9 -64.0 -92.7 | | B -15. -21. -64. -93. 0. 0. 0. 0. 0. 0. 31. 1.000
|L 1 33.6 69.6 -187.6 | | T 4. -188. 70. -188. 0. 0. 0. 0. 0. 0. 34. 1.000
|L 1 33.6 -146.0 100.9 | | M -14. 86. -70. 101. 66. 35. -76. 0. 0. 0. 34. 1.000
|L 1 33.6 -69.6 200.3 | | B -14. 200. -70. 200. 0. 0. 0. 0. 0. 0. 34. 1.000
|L 1 28.2 58.3 260.7 | | T 8. 261. 58. 261. 0. 0. 0. 0. 0. 0. 28. 1.000
|L 1 28.2 -122.4 104.3 | | M -17. 104. -58. 104. 66. 35. -64. 0. 0. 0. 28. 1.000
|L 1 28.2 -58.3 -241.9 | | B -17. -242. -58. -242. 0. 0. 0. 0. 0. 0. 28. 1.000
|L 1 31.2 -122.4 93.5 | | T -122. 52. -122. 94. 0. 0. 0. 0. 0. 0. 31. 1.000
|L 1 31.2 191.1 -93.5 | | B 191. -31. 191. -94. 0. 0. 0. 0. 0. 0. 31. 1.000
|L 1 30.7 139.5 92.2 | | M 139. 61. 139. 92. 66. 66. 0. 0. 0. 0. 31. 1.000
|L 1 30.6 -222.7 91.9 | | M -105. 21. -105. 92. 66. 58. -80. 0. 0. 0. 31. 1.000
|L 1 30.6 -222.7 -91.9 | | B -223. -11. -223. -92. 0. 0. 0. 0. 0. 0. 31. 1.000
|L 1 34.8 72.1 -338.8 | | T 3. -339. 72. -339. 0. 0. 0. 0. 0. 0. 35. 1.000
|L 1 34.8 -151.2 139.4 | | M -13. 139. -72. 139. 66. 35. -79. 0. 0. 0. 35. 1.000
|L 1 34.8 -72.1 348.6 | | B -13. 349. -72. 349. 0. 0. 0. 0. 0. 0. 35. 1.000
|L 1 25.8 53.3 408.4 | | T 9. 408. 53. 408. 0. 0. 0. 0. 0. 0. 26. 1.000
|L 1 25.8 -111.9 163.4 | | M -18. 163. -53. 163. 66. 35. -59. 0. 0. 0. 26. 1.000
|L 1 25.8 -53.3 -388.5 | | B -18. -389. -53. -389. 0. 0. 0. 0. 0. 0. 26. 1.000
|L 1 30.7 -208.0 92.2 | | T -208. 61. -208. 92. 0. 0. 0. 0. 0. 0. 31. 1.000
|L 1 30.7 328.7 -92.2 | | B 329. -37. 329. -92. 0. 0. 0. 0. 0. 0. 31. 1.000
|L 1 29.8 221.2 89.5 | | T 221. 9. 221. 89. 0. 0. 0. 0. 0. 0. 30. 1.000
|L 1 29.8 -152.4 89.5 | | M -152. 9. -152. 89. 66. 67. 0. 0. 0. 0. 30. 1.000
|L 1 29.8 -360.4 -89.5 | | B -360. -3. -360. -89. 0. 0. 0. 0. 0. 0. 30. 1.000
|L 1 30.9 63.9 92.6 | | T 6. 43. 64. 93. 0. 0. 0. 0. 0. 0. 31. 1.000
|L 1 28.1 58.2 267.4 | | T 8. 267. 58. 267. 0. 0. 0. 0. 0. 0. 28. 1.000
|L 1 28.1 -122.2 107.0 | | M -17. 107. -58. 107. 66. 35. -64. 0. 0. 0. 28. 1.000
|L 1 28.1 -58.2 -242.8 | | B -17. -243. -58. -243. 0. 0. 0. 0. 0. 0. 28. 1.000
|L 1 30.6 -222.9 91.7 | | M -105. 27. -105. 92. 66. 58. -80. 0. 0. 0. 31. 1.000
|L 1 30.6 -222.9 -91.7 | | B -223. -12. -223. -92. 0. 0. 0. 0. 0. 0. 31. 1.000
|L 1 25.7 53.2 415.1 | | T 10. 415. 53. 415. 0. 0. 0. 0. 0. 0. 26. 1.000
|L 1 25.7 -111.7 166.0 | | M -18. 166. -53. 166. 66. 35. -58. 0. 0. 0. 26. 1.000
|L 1 25.7 -53.2 -389.3 | | B -18. -389. -53. -389. 0. 0. 0. 0. 0. 0. 26. 1.000
|L 1 30.7 139.5 92.1 | | M 139. 68. 139. 92. 66. 66. 0. 0. 0. 0. 31. 1.000
|L 1 29.8 221.3 89.3 | | T 221. 15. 221. 89. 0. 0. 0. 0. 0. 0. 30. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Fundacao |
.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.
PILAR:P4 num. 4 Valores Intermediarios de Calculo
.----.-----------.------------.------------. .------.------.------.------.------.----.----.------.------.------.------.------.----.
LANC Vd (tf) Mdx (tf,cm) Mdy (tf,cm)| | OBS | MCx | MCy | M1x | M1y |LAMB|LBLM| M2x | M2y | MOx | MOy | VC |Cmaj|
.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.
| Cobertura .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 3 7.9 -93.8 -320.5 | | T -94. -320. -94. -320. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 8.0 52.2 -322.4 | | T 52. -322. 52. -322. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 7.9 69.3 317.8 | | B 69. 318. 69. 318. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 8.2 -16.9 -381.6 | | T -3. -382. -17. -382. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 8.2 30.0 -152.7 | | M 4. -153. 17. -153. 57. 35. 13. 0. 0. 0. 8. 1.000
|L 3 8.2 16.9 329.7 | | B 4. 330. 17. 330. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 7.7 -16.0 -267.0 | | T -2. -267. -16. -267. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 7.7 28.4 120.0 | | M 4. 120. 16. 120. 57. 35. 12. 0. 0. 0. 8. 1.000
|L 3 7.7 16.0 299.9 | | B 4. 300. 16. 300. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 8.0 -35.7 307.9 | | B -36. 308. -36. 308. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 8.3 -17.2 -419.4 | | T -4. -419. -17. -419. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 8.3 30.5 -167.8 | | M 4. -168. 17. -168. 57. 35. 13. 0. 0. 0. 8. 1.000
|L 3 8.3 17.2 330.8 | | B 4. 331. 17. 331. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 7.6 -15.7 -228.3 | | T -2. -228. -16. -228. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 7.6 27.9 112.5 | | M 3. 113. 16. 113. 57. 35. 12. 0. 0. 0. 8. 1.000
|L 3 7.6 15.7 281.3 | | B 3. 281. 16. 281. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 7.9 69.4 310.2 | | B 69. 310. 69. 310. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 8.0 88.6 -320.7 | | T 89. -321. 89. -321. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 8.0 -61.9 294.6 | | B -62. 295. -62. 295. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 7.9 -93.7 -327.2 | | T -94. -327. -94. -327. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 7.9 43.1 321.9 | | B 43. 322. 43. 322. 0. 0. 0. 0. 0. 0. 8. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 2o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 2 21.9 -45.3 -163.8 | | T -4. -164. -45. -164. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 2 21.6 -93.5 -155.3 | | T -94. -155. -94. -155. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 2 21.9 45.3 65.6 | | B 1. 3. 45. 66. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 2 22.7 -46.9 -364.0 | | T -6. -364. -47. -364. 0. 0. 0. 0. 0. 0. 23. 1.000
|L 2 22.7 -83.3 -205.5 | | M -6. -206. -47. -206. 57. 35. -36. 0. 0. 0. 23. 1.000
|L 2 22.6 46.7 106.0 | | B 4. 106. 47. 106. 0. 0. 0. 0. 0. 0. 23. 1.000
|L 2 21.1 -152.9 -141.8 | | T -153. -142. -153. -142. 0. 0. 0. 0. 0. 0. 21. 1.000
|L 2 21.6 -93.5 -119.1 | | M -53. -119. -53. -119. 57. 47. -37. 0. 0. 0. 22. 1.000
|L 2 21.7 144.1 -167.2 | | T 144. -167. 144. -167. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 2 22.0 84.8 -171.1 | | T 85. -171. 85. -171. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 2 22.0 85.2 -122.8 | | M 49. -123. 49. -123. 57. 46. 36. 0. 0. 0. 22. 1.000
|L 2 22.0 -50.5 66.0 | | B -51. 16. -51. 66. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 2 20.3 -42.0 60.8 | | T -3. 53. -42. 61. 0. 0. 0. 0. 0. 0. 20. 1.000
|L 2 20.3 -74.5 -61.6 | | M -3. -62. -42. -62. 57. 35. -33. 0. 0. 0. 20. 1.000
|L 2 20.3 -42.0 -97.7 | | B -2. -98. -42. -98. 0. 0. 0. 0. 0. 0. 20. 1.000
|L 2 21.1 -152.9 -110.5 | | M -75. -110. -75. -110. 57. 56. -41. 0. 0. 0. 21. 1.000
|L 2 21.1 86.5 -63.4 | | B 87. -14. 87. -63. 0. 0. 0. 0. 0. 0. 21. 1.000
|L 2 21.7 -84.6 65.1 | | B -85. 22. -85. 65. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 2 21.7 -93.4 -156.7 | | T -93. -157. -93. -157. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 2 22.6 -46.8 -289.1 | | T -5. -289. -47. -289. 0. 0. 0. 0. 0. 0. 23. 1.000
|L 2 22.6 -83.0 -175.6 | | M -5. -176. -47. -176. 57. 35. -36. 0. 0. 0. 23. 1.000
119
|L 2 22.7 46.9 100.2 | | B 4. 100. 47. 100. 0. 0. 0. 0. 0. 0. 23. 1.000
|L 2 21.2 -152.6 -143.1 | | T -153. -143. -153. -143. 0. 0. 0. 0. 0. 0. 21. 1.000
|L 2 21.2 86.2 -63.7 | | B 86. -20. 86. -64. 0. 0. 0. 0. 0. 0. 21. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 1o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 1 31.2 -200.9 93.6 | | M -97. 55. -97. 94. 66. 56. -80. 0. 0. 0. 31. 1.000
|L 1 30.9 134.3 92.7 | | M 6. 40. 64. 93. 66. 35. 70. 0. 0. 0. 31. 1.000
|L 1 30.9 64.0 -92.7 | | B 6. -23. 64. -93. 0. 0. 0. 0. 0. 0. 31. 1.000
|L 1 33.6 -69.6 -184.8 | | T -7. -185. -70. -185. 0. 0. 0. 0. 0. 0. 34. 1.000
|L 1 33.6 -146.1 100.9 | | M -7. 85. -70. 101. 66. 35. -76. 0. 0. 0. 34. 1.000
|L 1 33.6 69.6 198.4 | | B 7. 198. 70. 198. 0. 0. 0. 0. 0. 0. 34. 1.000
|L 1 28.2 -58.4 264.0 | | T -4. 264. -58. 264. 0. 0. 0. 0. 0. 0. 28. 1.000
|L 1 28.2 122.5 105.6 | | M 6. 106. 58. 106. 66. 35. 64. 0. 0. 0. 28. 1.000
|L 1 28.2 58.4 -244.7 | | B 6. -245. 58. -245. 0. 0. 0. 0. 0. 0. 28. 1.000
|L 1 30.8 -338.4 92.4 | | M -145. 64. -145. 92. 66. 66. -87. 0. 0. 0. 31. 1.000
|L 1 30.6 212.9 91.9 | | M 99. 24. 99. 92. 66. 58. 79. 0. 0. 0. 31. 1.000
|L 1 30.6 212.9 -91.9 | | B 213. -11. 213. -92. 0. 0. 0. 0. 0. 0. 31. 1.000
|L 1 31.2 123.3 93.6 | | T 123. 55. 123. 94. 0. 0. 0. 0. 0. 0. 31. 1.000
|L 1 31.2 -200.9 -93.6 | | B -201. -36. -201. -94. 0. 0. 0. 0. 0. 0. 31. 1.000
|L 1 34.8 -72.1 -336.1 | | T -8. -336. -72. -336. 0. 0. 0. 0. 0. 0. 35. 1.000
|L 1 34.8 -151.3 138.8 | | M -8. 139. -72. 139. 66. 35. -79. 0. 0. 0. 35. 1.000
|L 1 34.8 72.1 346.9 | | B 8. 347. 72. 347. 0. 0. 0. 0. 0. 0. 35. 1.000
|L 1 25.8 -53.3 411.9 | | T -3. 412. -53. 412. 0. 0. 0. 0. 0. 0. 26. 1.000
|L 1 25.8 111.9 164.8 | | M 5. 165. 53. 165. 66. 35. 59. 0. 0. 0. 26. 1.000
|L 1 25.8 53.3 -391.6 | | B 5. -392. 53. -392. 0. 0. 0. 0. 0. 0. 26. 1.000
|L 1 29.8 -220.4 89.4 | | T -220. 12. -220. 89. 0. 0. 0. 0. 0. 0. 30. 1.000
|L 1 29.8 147.0 89.4 | | M 147. 12. 147. 89. 66. 67. 0. 0. 0. 0. 30. 1.000
|L 1 29.8 350.7 -89.4 | | B 351. -2. 351. -89. 0. 0. 0. 0. 0. 0. 30. 1.000
|L 1 30.8 209.0 92.4 | | T 209. 64. 209. 92. 0. 0. 0. 0. 0. 0. 31. 1.000
|L 1 30.8 -338.4 -92.4 | | B -338. -43. -338. -92. 0. 0. 0. 0. 0. 0. 31. 1.000
|L 1 31.2 -201.0 93.5 | | M -97. 62. -97. 94. 66. 56. -80. 0. 0. 0. 31. 1.000
|L 1 33.6 145.9 100.8 | | M 7. 88. 70. 101. 66. 35. 76. 0. 0. 0. 34. 1.000
|L 1 28.1 -58.3 270.8 | | T -4. 271. -58. 271. 0. 0. 0. 0. 0. 0. 28. 1.000
|L 1 28.1 122.3 108.3 | | M 6. 108. 58. 108. 66. 35. 64. 0. 0. 0. 28. 1.000
|L 1 28.1 58.3 -245.6 | | B 6. -246. 58. -246. 0. 0. 0. 0. 0. 0. 28. 1.000
|L 1 31.2 123.6 93.5 | | T 124. 62. 124. 94. 0. 0. 0. 0. 0. 0. 31. 1.000
|L 1 31.2 -201.0 -93.5 | | B -201. -36. -201. -94. 0. 0. 0. 0. 0. 0. 31. 1.000
|L 1 25.7 -53.2 418.5 | | T -3. 418. -53. 418. 0. 0. 0. 0. 0. 0. 26. 1.000
|L 1 25.7 111.7 167.4 | | M 5. 167. 53. 167. 66. 35. 58. 0. 0. 0. 26. 1.000
|L 1 25.7 53.2 -392.4 | | B 5. -392. 53. -392. 0. 0. 0. 0. 0. 0. 26. 1.000
|L 1 29.8 147.0 89.3 | | M 147. 18. 147. 89. 66. 67. 0. 0. 0. 0. 30. 1.000
|L 1 30.7 209.3 92.2 | | T 209. 71. 209. 92. 0. 0. 0. 0. 0. 0. 31. 1.000
|L 1 30.7 -338.5 -92.2 | | B -339. -44. -339. -92. 0. 0. 0. 0. 0. 0. 31. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Fundacao |
.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.
PILAR:P5 num. 5 Valores Intermediarios de Calculo
.----.-----------.------------.------------. .------.------.------.------.------.----.----.------.------.------.------.------.----.
LANC Vd (tf) Mdx (tf,cm) Mdy (tf,cm)| | OBS | MCx | MCy | M1x | M1y |LAMB|LBLM| M2x | M2y | MOx | MOy | VC |Cmaj|
.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.
| Cobertura .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 3 9.1 18.8 -428.4 | | T 1. -428. 19. -428. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 9.1 -44.5 465.4 | | B -45. 465. -45. 465. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 9.1 -18.8 482.7 | | B -4. 483. -19. 483. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 9.3 19.3 -486.9 | | T 1. -487. 19. -487. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 9.3 -34.2 196.8 | | M -3. 197. -19. 197. 57. 35. -15. 0. 0. 0. 9. 1.000
|L 3 9.3 -19.3 492.0 | | B -3. 492. -19. 492. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 8.8 18.3 -370.0 | | T 2. -370. 18. -370. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 8.8 -32.5 189.3 | | M -4. 189. -18. 189. 57. 35. -14. 0. 0. 0. 9. 1.000
|L 3 8.8 -18.3 473.3 | | B -4. 473. -18. 473. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 9.0 -92.0 -439.6 | | T -92. -440. -92. -440. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 9.1 -71.8 442.1 | | B -72. 442. -72. 442. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 9.0 37.5 502.2 | | B 38. 502. 38. 502. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 9.1 57.3 -422.4 | | T 57. -422. 57. -422. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 9.5 19.6 -525.3 | | T 0. -525. 20. -525. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 9.5 -34.8 -210.1 | | M -3. -210. -20. -210. 57. 35. -15. 0. 0. 0. 9. 1.000
|L 3 9.5 -19.6 486.4 | | B -3. 486. -20. 486. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 8.7 18.0 -330.4 | | T 2. -330. 18. -330. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 8.7 -31.9 182.2 | | M -4. 182. -18. 182. 57. 35. -14. 0. 0. 0. 9. 1.000
|L 3 8.7 -18.0 455.4 | | B -4. 455. -18. 455. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 9.0 64.7 502.0 | | B 65. 502. 65. 502. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 9.1 94.4 -417.9 | | T 94. -418. 94. -418. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 9.0 18.7 -430.2 | | T 1. -430. 19. -430. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 9.0 -18.7 484.8 | | B -3. 485. -19. 485. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 9.3 19.2 -488.6 | | T 1. -489. 19. -489. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 9.3 -34.1 197.6 | | M -3. 198. -19. 198. 57. 35. -15. 0. 0. 0. 9. 1.000
|L 3 9.3 -19.2 493.9 | | B -3. 494. -19. 494. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 8.8 18.2 -371.7 | | T 2. -372. 18. -372. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 8.8 -32.4 190.2 | | M -4. 190. -18. 190. 57. 35. -14. 0. 0. 0. 9. 1.000
|L 3 8.8 -18.2 475.4 | | B -4. 475. -18. 475. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 9.1 57.1 -424.2 | | T 57. -424. 57. -424. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 9.1 -44.2 467.3 | | B -44. 467. -44. 467. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 9.4 19.5 -527.0 | | T 0. -527. 20. -527. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 9.4 -34.7 -210.8 | | M -3. -211. -20. -211. 57. 35. -15. 0. 0. 0. 9. 1.000
|L 3 9.4 -19.5 488.5 | | B -3. 488. -20. 488. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 8.7 17.9 -332.1 | | T 2. -332. 18. -332. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 8.7 -31.8 183.0 | | M -4. 183. -18. 183. 57. 35. -14. 0. 0. 0. 9. 1.000
|L 3 8.7 -17.9 457.4 | | B -4. 457. -18. 457. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 9.1 94.2 -419.6 | | T 94. -420. 94. -420. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 9.1 -71.5 444.2 | | B -72. 444. -72. 444. 0. 0. 0. 0. 0. 0. 9. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 2o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 2 25.0 96.5 -320.2 | | T 96. -320. 96. -320. 0. 0. 0. 0. 0. 0. 25. 1.000
|L 2 24.9 -94.3 -191.8 | | M -54. -192. -54. -192. 57. 43. -41. 0. 0. 0. 25. 1.000
|L 2 25.0 -60.9 78.1 | | B -61. 78. -61. 78. 0. 0. 0. 0. 0. 0. 25. 1.000
|L 2 25.6 53.0 -391.9 | | T 4. -392. 53. -392. 0. 0. 0. 0. 0. 0. 26. 1.000
|L 2 25.6 -94.1 -245.2 | | M -6. -245. -53. -245. 57. 35. -41. 0. 0. 0. 26. 1.000
|L 2 25.6 -53.0 76.9 | | B -6. 52. -53. 77. 0. 0. 0. 0. 0. 0. 26. 1.000
|L 2 24.6 157.2 -319.9 | | T 157. -320. 157. -320. 0. 0. 0. 0. 0. 0. 25. 1.000
|L 2 24.5 -147.0 -258.3 | | T -147. -258. -147. -258. 0. 0. 0. 0. 0. 0. 25. 1.000
|L 2 24.6 -96.6 90.9 | | B -97. 91. -97. 91. 0. 0. 0. 0. 0. 0. 25. 1.000
|L 2 25.0 -86.4 -282.9 | | T -86. -283. -86. -283. 0. 0. 0. 0. 0. 0. 25. 1.000
|L 2 25.0 51.7 74.9 | | B 47. 22. 52. 75. 0. 0. 0. 0. 0. 0. 25. 1.000
|L 2 25.6 53.0 -439.9 | | T 4. -440. 53. -440. 0. 0. 0. 0. 0. 0. 26. 1.000
|L 2 25.6 -94.1 -274.7 | | M -5. -275. -53. -275. 57. 35. -41. 0. 0. 0. 26. 1.000
|L 2 23.5 48.7 -139.0 | | T 6. -139. 49. -139. 0. 0. 0. 0. 0. 0. 24. 1.000
|L 2 23.5 -86.5 -94.1 | | M -8. -94. -49. -94. 57. 35. -38. 0. 0. 0. 24. 1.000
|L 2 23.5 -48.7 70.6 | | B -8. 44. -49. 71. 0. 0. 0. 0. 0. 0. 24. 1.000
|L 2 24.5 -147.1 -257.9 | | T -147. -258. -147. -258. 0. 0. 0. 0. 0. 0. 24. 1.000
|L 2 24.5 82.9 73.5 | | B 83. 0. 83. 74. 0. 0. 0. 0. 0. 0. 25. 1.000
120
|L 2 24.7 157.4 -320.3 | | T 157. -320. 157. -320. 0. 0. 0. 0. 0. 0. 25. 1.000
|L 2 24.7 -96.7 93.8 | | B -97. 94. -97. 94. 0. 0. 0. 0. 0. 0. 25. 1.000
|L 2 25.0 -91.7 -191.8 | | M -7. -192. -52. -192. 57. 35. -40. 0. 0. 0. 25. 1.000
|L 2 24.9 -86.5 -282.4 | | T -87. -282. -87. -282. 0. 0. 0. 0. 0. 0. 25. 1.000
|L 2 25.6 -94.0 -275.6 | | M -5. -276. -53. -276. 57. 35. -41. 0. 0. 0. 26. 1.000
|L 2 23.5 -86.4 -95.0 | | M -8. -95. -49. -95. 57. 35. -38. 0. 0. 0. 24. 1.000
|L 2 24.5 -147.1 -184.1 | | M -75. -184. -75. -184. 57. 53. -45. 0. 0. 0. 24. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 1o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 1 33.9 190.8 101.7 | | M 94. 36. 94. 102. 66. 55. 84. 0. 0. 0. 34. 1.000
|L 1 33.9 -147.2 101.7 | | M -24. 73. -70. 102. 66. 35. -77. 0. 0. 0. 34. 1.000
|L 1 33.9 -70.2 -101.7 | | B -24. -35. -70. -102. 0. 0. 0. 0. 0. 0. 34. 1.000
|L 1 35.5 73.5 -179.1 | | T 11. -179. 74. -179. 0. 0. 0. 0. 0. 0. 36. 1.000
|L 1 35.5 -154.3 106.5 | | M -24. 89. -74. 107. 66. 35. -81. 0. 0. 0. 36. 1.000
|L 1 32.5 67.4 223.2 | | T 12. 223. 67. 223. 0. 0. 0. 0. 0. 0. 33. 1.000
|L 1 32.5 -141.4 103.6 | | M -23. 104. -67. 104. 66. 35. -74. 0. 0. 0. 33. 1.000
|L 1 32.5 -67.4 -173.5 | | B -23. -173. -67. -173. 0. 0. 0. 0. 0. 0. 33. 1.000
|L 1 33.9 -122.1 101.7 | | T -122. 36. -122. 102. 0. 0. 0. 0. 0. 0. 34. 1.000
|L 1 33.9 190.8 -101.7 | | B 191. -22. 191. -102. 0. 0. 0. 0. 0. 0. 34. 1.000
|L 1 33.8 146.3 113.8 | | T 146. 114. 146. 114. 0. 0. 0. 0. 0. 0. 34. 1.000
|L 1 33.9 -239.0 101.7 | | M -113. 88. -113. 102. 66. 58. -88. 0. 0. 0. 34. 1.000
|L 1 33.9 -239.0 -101.7 | | B -239. -48. -239. -102. 0. 0. 0. 0. 0. 0. 34. 1.000
|L 1 35.5 -73.5 197.4 | | B -24. 197. -74. 197. 0. 0. 0. 0. 0. 0. 36. 1.000
|L 1 31.0 64.2 320.6 | | T 12. 321. 64. 321. 0. 0. 0. 0. 0. 0. 31. 1.000
|L 1 31.0 -134.7 128.2 | | M -23. 128. -64. 128. 66. 35. -71. 0. 0. 0. 31. 1.000
|L 1 31.0 -64.2 -265.2 | | B -23. -265. -64. -265. 0. 0. 0. 0. 0. 0. 31. 1.000
|L 1 33.3 -211.4 99.8 | | T -211. 9. -211. 100. 0. 0. 0. 0. 0. 0. 33. 1.000
|L 1 33.3 333.9 -99.8 | | B 334. -12. 334. -100. 0. 0. 0. 0. 0. 0. 33. 1.000
|L 1 33.2 235.6 136.1 | | T 236. 136. 236. 136. 0. 0. 0. 0. 0. 0. 33. 1.000
|L 1 33.3 -381.8 -99.8 | | B -382. -56. -382. -100. 0. 0. 0. 0. 0. 0. 33. 1.000
|L 1 35.1 72.7 -105.4 | | T 12. -74. 73. -105. 0. 0. 0. 0. 0. 0. 35. 1.000
|L 1 35.1 -152.6 105.4 | | M -24. 104. -73. 105. 66. 35. -80. 0. 0. 0. 35. 1.000
|L 1 32.4 67.2 226.4 | | T 12. 226. 67. 226. 0. 0. 0. 0. 0. 0. 32. 1.000
|L 1 32.4 -140.9 105.1 | | M -23. 105. -67. 105. 66. 35. -74. 0. 0. 0. 32. 1.000
|L 1 32.4 -67.2 -174.0 | | B -23. -174. -67. -174. 0. 0. 0. 0. 0. 0. 32. 1.000
|L 1 33.8 -239.0 101.4 | | M -113. 90. -113. 101. 66. 58. -88. 0. 0. 0. 34. 1.000
|L 1 30.9 64.0 323.7 | | T 12. 324. 64. 324. 0. 0. 0. 0. 0. 0. 31. 1.000
|L 1 30.9 -134.3 129.5 | | M -23. 129. -64. 129. 66. 35. -70. 0. 0. 0. 31. 1.000
|L 1 30.9 -64.0 -265.7 | | B -23. -266. -64. -266. 0. 0. 0. 0. 0. 0. 31. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Fundacao |
.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.
PILAR:P6 num. 6 Valores Intermediarios de Calculo
.----.-----------.------------.------------. .------.------.------.------.------.----.----.------.------.------.------.------.----.
LANC Vd (tf) Mdx (tf,cm) Mdy (tf,cm)| | OBS | MCx | MCy | M1x | M1y |LAMB|LBLM| M2x | M2y | MOx | MOy | VC |Cmaj|
.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.
| Cobertura .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 3 4.3 -17.6 -166.6 | | T -18. -167. -18. -167. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.3 23.4 207.1 | | B 23. 207. 23. 207. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.4 -17.9 -216.0 | | T -18. -216. -18. -216. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.4 10.7 -86.4 | | M 11. -86. 11. -86. 57. 59. 0. 0. 0. 0. 4. 1.000
|L 3 4.4 23.7 208.5 | | B 24. 208. 24. 208. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.1 -17.4 -117.0 | | T -17. -117. -17. -117. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.1 23.2 205.5 | | B 23. 206. 23. 206. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.5 -65.5 -173.3 | | T -66. -173. -66. -173. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 3 4.5 -26.2 92.7 | | M -26. 93. -26. 93. 57. 72. 0. 0. 0. 0. 5. 1.000
|L 3 4.5 51.8 231.7 | | B 52. 232. 52. 232. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 3 4.0 31.4 -157.5 | | T 31. -158. 31. -158. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.0 31.4 72.3 | | M 20. 72. 20. 72. 57. 45. 8. 0. 0. 0. 4. 1.000
|L 3 4.0 -8.3 182.3 | | B -5. 182. -8. 182. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.6 -18.1 -249.1 | | T -18. -249. -18. -249. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 3 4.6 22.7 -98.7 | | M 10. -99. 10. -99. 57. 57. 8. 0. 0. 0. 5. 1.000
|L 3 4.6 23.5 205.5 | | B 24. 206. 24. 206. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 3 4.0 -17.1 -84.0 | | T -17. -84. -17. -84. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.0 22.7 200.5 | | B 23. 200. 23. 200. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.7 -97.4 -177.8 | | T -97. -178. -97. -178. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 3 4.7 -39.0 97.7 | | M -39. 98. -39. 98. 57. 76. 0. 0. 0. 0. 5. 1.000
|L 3 4.7 70.3 244.3 | | B 70. 244. 70. 244. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 3 3.8 63.3 -153.0 | | T 63. -153. 63. -153. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 3.8 31.2 64.2 | | M 31. 64. 31. 64. 57. 62. 0. 0. 0. 0. 4. 1.000
|L 3 3.8 -24.9 160.4 | | B -25. 160. -25. 160. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.0 30.4 -159.7 | | T 30. -160. 30. -160. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.0 30.4 72.9 | | M 20. 73. 20. 73. 57. 44. 8. 0. 0. 0. 4. 1.000
|L 3 4.6 10.7 -99.6 | | M 11. -100. 11. -100. 57. 58. 0. 0. 0. 0. 5. 1.000
|L 3 3.8 62.4 -155.3 | | T 62. -155. 62. -155. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 3.8 31.0 64.8 | | M 31. 65. 31. 65. 57. 61. 0. 0. 0. 0. 4. 1.000
|L 3 3.8 -24.1 162.0 | | B -24. 162. -24. 162. 0. 0. 0. 0. 0. 0. 4. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 2o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 2 12.2 -25.8 -229.7 | | T -26. -230. -26. -230. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 2 12.2 -44.8 -91.9 | | M -18. -92. -25. -92. 57. 38. -20. 0. 0. 0. 12. 1.000
|L 2 12.2 25.3 200.9 | | B 20. 201. 25. 201. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 2 12.7 -26.3 -314.0 | | T -26. -314. -26. -314. 0. 0. 0. 0. 0. 0. 13. 1.000
|L 2 12.7 -46.7 -125.6 | | M -26. -126. -26. -126. 57. 35. -20. 0. 0. 0. 13. 1.000
|L 2 12.7 26.3 197.1 | | B 20. 197. 26. 197. 0. 0. 0. 0. 0. 0. 13. 1.000
|L 2 11.7 -25.5 -145.6 | | T -25. -146. -25. -146. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 2 11.7 -42.9 81.9 | | M -17. 82. -24. 82. 57. 38. -19. 0. 0. 0. 12. 1.000
|L 2 11.7 24.2 204.8 | | B 19. 205. 24. 205. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 2 13.0 -103.9 -197.5 | | T -104. -198. -104. -198. 0. 0. 0. 0. 0. 0. 13. 1.000
|L 2 13.0 65.1 162.4 | | B 65. 162. 65. 162. 0. 0. 0. 0. 0. 0. 13. 1.000
|L 2 11.4 53.5 -261.2 | | T 53. -261. 53. -261. 0. 0. 0. 0. 0. 0. 11. 1.000
|L 2 11.4 -26.9 238.1 | | B -27. 238. -27. 238. 0. 0. 0. 0. 0. 0. 11. 1.000
|L 2 12.9 -26.7 -364.3 | | T -26. -364. -27. -364. 0. 0. 0. 0. 0. 0. 13. 1.000
|L 2 12.9 26.7 189.1 | | B 20. 189. 27. 189. 0. 0. 0. 0. 0. 0. 13. 1.000
|L 2 11.2 -24.6 -83.6 | | T -25. -84. -25. -84. 0. 0. 0. 0. 0. 0. 11. 1.000
|L 2 11.2 -41.1 101.1 | | M -17. 101. -23. 101. 57. 38. -18. 0. 0. 0. 11. 1.000
|L 2 11.2 23.2 201.9 | | B 18. 202. 23. 202. 0. 0. 0. 0. 0. 0. 11. 1.000
|L 2 13.3 -155.5 -170.1 | | T -156. -170. -156. -170. 0. 0. 0. 0. 0. 0. 13. 1.000
|L 2 13.3 94.9 131.3 | | B 95. 131. 95. 131. 0. 0. 0. 0. 0. 0. 13. 1.000
|L 2 10.8 106.1 -276.8 | | T 106. -277. 106. -277. 0. 0. 0. 0. 0. 0. 11. 1.000
|L 2 10.8 -57.7 258.3 | | B -58. 258. -58. 258. 0. 0. 0. 0. 0. 0. 11. 1.000
|L 2 11.4 52.8 -262.1 | | T 53. -262. 53. -262. 0. 0. 0. 0. 0. 0. 11. 1.000
|L 2 11.4 -26.3 239.4 | | B -26. 239. -26. 239. 0. 0. 0. 0. 0. 0. 11. 1.000
|L 2 10.8 105.6 -277.6 | | T 106. -278. 106. -278. 0. 0. 0. 0. 0. 0. 11. 1.000
|L 2 10.8 -57.3 259.6 | | B -57. 260. -57. 260. 0. 0. 0. 0. 0. 0. 11. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
121
| 1o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 1 19.8 -41.0 -177.0 | | T -32. -177. -41. -177. 0. 0. 0. 0. 0. 0. 20. 1.000
|L 1 19.8 86.1 -70.8 | | M 30. -71. 41. -71. 66. 38. 45. 0. 0. 0. 20. 1.000
|L 1 19.8 43.7 150.8 | | B 44. 151. 44. 151. 0. 0. 0. 0. 0. 0. 20. 1.000
|L 1 20.9 -43.2 -315.3 | | T -32. -315. -43. -315. 0. 0. 0. 0. 0. 0. 21. 1.000
|L 1 20.9 90.6 -126.1 | | M 31. -126. 43. -126. 66. 37. 47. 0. 0. 0. 21. 1.000
|L 1 20.8 44.1 270.6 | | B 44. 271. 44. 271. 0. 0. 0. 0. 0. 0. 21. 1.000
|L 1 18.8 -38.9 -56.3 | | T -31. -39. -39. -56. 0. 0. 0. 0. 0. 0. 19. 1.000
|L 1 18.8 81.6 -56.3 | | M 29. -39. 39. -56. 66. 39. 43. 0. 0. 0. 19. 1.000
|L 1 18.8 43.3 56.3 | | B 43. 31. 43. 56. 0. 0. 0. 0. 0. 0. 19. 1.000
|L 1 21.6 -136.5 -251.2 | | T -137. -251. -137. -251. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 1 21.6 85.0 -109.8 | | M 85. -110. 85. -110. 66. 66. 0. 0. 0. 0. 22. 1.000
|L 1 21.6 202.7 166.9 | | B 203. 167. 203. 167. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 1 17.9 74.2 -102.3 | | T 74. -102. 74. -102. 0. 0. 0. 0. 0. 0. 18. 1.000
|L 1 17.9 -116.2 134.7 | | B -116. 135. -116. 135. 0. 0. 0. 0. 0. 0. 18. 1.000
|L 1 21.3 -44.1 -404.9 | | T -32. -405. -44. -405. 0. 0. 0. 0. 0. 0. 21. 1.000
|L 1 21.3 92.4 -162.0 | | M 31. -162. 44. -162. 66. 37. 48. 0. 0. 0. 21. 1.000
|L 1 21.3 44.4 350.7 | | B 44. 351. 44. 351. 0. 0. 0. 0. 0. 0. 21. 1.000
|L 1 17.7 -36.7 56.4 | | T -30. 56. -37. 56. 0. 0. 0. 0. 0. 0. 18. 1.000
|L 1 17.8 77.3 53.4 | | M 28. 36. 37. 53. 66. 39. 40. 0. 0. 0. 18. 1.000
|L 1 17.7 43.0 -53.2 | | B 43. -49. 43. -53. 0. 0. 0. 0. 0. 0. 18. 1.000
|L 1 22.6 -206.2 -298.1 | | T -206. -298. -206. -298. 0. 0. 0. 0. 0. 0. 23. 1.000
|L 1 22.6 123.5 -134.8 | | M 124. -135. 124. -135. 66. 72. 0. 0. 0. 0. 23. 1.000
|L 1 22.6 308.8 177.7 | | B 309. 178. 309. 178. 0. 0. 0. 0. 0. 0. 23. 1.000
|L 1 16.5 144.5 -50.4 | | T 144. -50. 144. -50. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 1 16.5 -222.2 124.3 | | B -222. 124. -222. 124. 0. 0. 0. 0. 0. 0. 17. 1.000
|L 1 21.6 84.9 -109.9 | | M 85. -110. 85. -110. 66. 66. 0. 0. 0. 0. 22. 1.000
|L 1 18.0 74.1 -102.5 | | T 74. -102. 74. -102. 0. 0. 0. 0. 0. 0. 18. 1.000
|L 1 18.0 -116.1 134.8 | | B -116. 135. -116. 135. 0. 0. 0. 0. 0. 0. 18. 1.000
|L 1 16.5 144.3 -50.5 | | T 144. -51. 144. -51. 0. 0. 0. 0. 0. 0. 17. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Fundacao |
.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.
PILAR:P7 num. 7 Valores Intermediarios de Calculo
.----.-----------.------------.------------. .------.------.------.------.------.----.----.------.------.------.------.------.----.
LANC Vd (tf) Mdx (tf,cm) Mdy (tf,cm)| | OBS | MCx | MCy | M1x | M1y |LAMB|LBLM| M2x | M2y | MOx | MOy | VC |Cmaj|
.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.
| 1o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 1 16.0 -146.2 47.9 | | M -98. 14. -98. 48. 66. 42. -48. 0. 0. 0. 16. 1.000
|L 1 16.1 -148.9 -54.3 | | M -100. -54. -100. -54. 66. 42. -49. 0. 0. 0. 16. 1.000
|L 1 15.7 -146.4 -80.6 | | M -99. -81. -99. -81. 66. 42. -48. 0. 0. 0. 16. 1.000
|L 1 15.9 -143.5 64.3 | | M -96. 64. -96. 64. 66. 42. -48. 0. 0. 0. 16. 1.000
|L 1 15.9 -32.8 101.1 | | B -28. 101. -33. 101. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 1 16.1 -144.9 66.2 | | T -145. 66. -145. 66. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 1 16.0 -33.1 -102.6 | | B -26. -103. -33. -103. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 1 15.0 -678.6 45.0 | | T -679. 17. -679. 45. 0. 0. 0. 0. 0. 0. 15. 1.000
|L 1 15.0 436.5 -45.0 | | B 437. -11. 437. -45. 0. 0. 0. 0. 0. 0. 15. 1.000
|L 1 16.9 399.6 50.6 | | T 400. 11. 400. 51. 0. 0. 0. 0. 0. 0. 17. 1.000
|L 1 16.9 -492.4 50.6 | | B -492. 9. -492. 51. 0. 0. 0. 0. 0. 0. 17. 1.000
|L 1 15.3 -131.3 -73.9 | | T -131. -74. -131. -74. 0. 0. 0. 0. 0. 0. 15. 1.000
|L 1 15.3 -137.4 90.5 | | M -91. 91. -91. 91. 66. 42. -46. 0. 0. 0. 15. 1.000
|L 1 15.3 -31.7 169.5 | | B -29. 170. -32. 170. 0. 0. 0. 0. 0. 0. 15. 1.000
|L 1 15.6 -141.8 100.5 | | T -142. 101. -142. 101. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 1 15.6 -32.4 -170.0 | | B -26. -170. -32. -170. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 1 13.9 -1032.4 41.7 | | T -1032. 18. -1032. 42. 0. 0. 0. 0. 0. 0. 14. 1.000
|L 1 13.9 744.9 -41.7 | | B 745. -17. 745. -42. 0. 0. 0. 0. 0. 0. 14. 1.000
|L 1 17.1 762.0 51.2 | | T 762. 8. 762. 51. 0. 0. 0. 0. 0. 0. 17. 1.000
|L 1 17.1 -801.5 51.2 | | B -802. 17. -802. 51. 0. 0. 0. 0. 0. 0. 17. 1.000
|L 1 16.1 -33.3 -102.5 | | B -26. -102. -33. -102. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 1 15.7 -142.9 100.4 | | T -143. 100. -143. 100. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 1 15.7 -32.6 -169.8 | | B -25. -170. -33. -170. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 1 17.2 760.9 51.5 | | T 761. 8. 761. 51. 0. 0. 0. 0. 0. 0. 17. 1.000
|L 1 17.2 -801.4 51.5 | | B -801. 17. -801. 51. 0. 0. 0. 0. 0. 0. 17. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Fundacao |
.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.
PILAR:P8 num. 8 Valores Intermediarios de Calculo
.----.-----------.------------.------------. .------.------.------.------.------.----.----.------.------.------.------.------.----.
LANC Vd (tf) Mdx (tf,cm) Mdy (tf,cm)| | OBS | MCx | MCy | M1x | M1y |LAMB|LBLM| M2x | M2y | MOx | MOy | VC |Cmaj|
.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.
| 1o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 1 9.9 -20.5 -29.7 | | T -5. -17. -20. -30. 0. 0. 0. 0. 0. 0. 10. 1.000
|L 1 9.9 -43.0 30.5 | | M -5. 31. -20. 31. 66. 35. -22. 0. 0. 0. 10. 1.000
|L 1 9.9 -20.5 42.6 | | B -1. 43. -20. 43. 0. 0. 0. 0. 0. 0. 10. 1.000
|L 1 9.2 -19.0 -354.1 | | T -4. -354. -19. -354. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 1 9.2 -40.0 170.0 | | M -4. 170. -19. 170. 66. 35. -21. 0. 0. 0. 9. 1.000
|L 1 9.2 -19.0 424.9 | | B -2. 425. -19. 425. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 1 10.6 -21.9 319.2 | | T -6. 319. -22. 319. 0. 0. 0. 0. 0. 0. 11. 1.000
|L 1 10.6 -46.0 -135.8 | | M -6. -136. -22. -136. 66. 35. -24. 0. 0. 0. 11. 1.000
|L 1 10.6 21.9 -339.5 | | B 0. -339. 22. -340. 0. 0. 0. 0. 0. 0. 11. 1.000
|L 1 11.5 -135.9 -34.4 | | T -136. -1. -136. -34. 0. 0. 0. 0. 0. 0. 11. 1.000
|L 1 11.5 236.5 34.4 | | B 236. 24. 236. 34. 0. 0. 0. 0. 0. 0. 11. 1.000
|L 1 8.3 125.7 -33.2 | | T 126. -33. 126. -33. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 1 8.3 -240.5 61.0 | | B -241. 61. -241. 61. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 1 8.4 -17.4 -578.8 | | T -4. -579. -17. -579. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 1 8.4 -36.5 272.3 | | M -4. 272. -17. 272. 66. 35. -19. 0. 0. 0. 8. 1.000
|L 1 8.4 -17.4 680.8 | | B -3. 681. -17. 681. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 1 10.7 -22.2 543.5 | | T -7. 543. -22. 543. 0. 0. 0. 0. 0. 0. 11. 1.000
|L 1 10.7 -46.5 -237.3 | | M -7. -237. -22. -237. 66. 35. -24. 0. 0. 0. 11. 1.000
|L 1 10.7 22.2 -593.3 | | B 0. -593. 22. -593. 0. 0. 0. 0. 0. 0. 11. 1.000
|L 1 12.2 -222.6 36.5 | | T -223. 9. -223. 37. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 1 12.2 395.1 36.5 | | B 395. 13. 395. 37. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 1 6.9 212.9 -44.0 | | T 213. -44. 213. -44. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 1 6.9 -399.3 74.3 | | B -399. 74. -399. 74. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 1 10.2 -21.2 -30.7 | | T -6. -21. -21. -31. 0. 0. 0. 0. 0. 0. 10. 1.000
|L 1 10.2 -44.4 30.7 | | M -6. 30. -21. 31. 66. 35. -23. 0. 0. 0. 10. 1.000
|L 1 10.2 -21.2 43.7 | | B -1. 44. -21. 44. 0. 0. 0. 0. 0. 0. 10. 1.000
|L 1 9.5 -19.7 -358.1 | | T -5. -358. -20. -358. 0. 0. 0. 0. 0. 0. 10. 1.000
|L 1 9.5 -41.4 170.5 | | M -5. 170. -20. 170. 66. 35. -22. 0. 0. 0. 10. 1.000
|L 1 9.5 -19.7 426.2 | | B -2. 426. -20. 426. 0. 0. 0. 0. 0. 0. 10. 1.000
|L 1 10.9 -22.6 315.3 | | T -7. 315. -23. 315. 0. 0. 0. 0. 0. 0. 11. 1.000
|L 1 10.9 -47.4 -135.4 | | M -7. -135. -23. -135. 66. 35. -25. 0. 0. 0. 11. 1.000
|L 1 10.9 22.6 -338.4 | | B 0. -338. 23. -338. 0. 0. 0. 0. 0. 0. 11. 1.000
|L 1 11.8 -136.6 -35.4 | | T -137. -5. -137. -35. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 1 11.8 236.9 35.4 | | B 237. 25. 237. 35. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 1 8.6 125.0 -37.2 | | T 125. -37. 125. -37. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 1 8.6 -240.2 62.3 | | B -240. 62. -240. 62. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 1 8.7 -18.1 -582.7 | | T -4. -583. -18. -583. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 1 8.7 -37.9 272.8 | | M -4. 273. -18. 273. 66. 35. -20. 0. 0. 0. 9. 1.000
|L 1 8.7 -18.1 681.9 | | B -3. 682. -18. 682. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 1 11.0 -22.8 539.4 | | T -7. 539. -23. 539. 0. 0. 0. 0. 0. 0. 11. 1.000
|L 1 11.0 -47.9 -236.9 | | M -7. -237. -23. -237. 66. 35. -25. 0. 0. 0. 11. 1.000
|L 1 11.0 22.8 -592.2 | | B 0. -592. 23. -592. 0. 0. 0. 0. 0. 0. 11. 1.000
122
|L 1 12.5 -223.3 37.5 | | T -223. 5. -223. 38. 0. 0. 0. 0. 0. 0. 13. 1.000
|L 1 12.5 395.4 37.5 | | B 395. 14. 395. 38. 0. 0. 0. 0. 0. 0. 13. 1.000
|L 1 7.3 212.4 -47.9 | | T 212. -48. 212. -48. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 1 7.3 -399.0 75.5 | | B -399. 75. -399. 75. 0. 0. 0. 0. 0. 0. 7. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Fundacao |
.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.
PILAR:P9 num. 9 Valores Intermediarios de Calculo
.----.-----------.------------.------------. .------.------.------.------.------.----.----.------.------.------.------.------.----.
LANC Vd (tf) Mdx (tf,cm) Mdy (tf,cm)| | OBS | MCx | MCy | M1x | M1y |LAMB|LBLM| M2x | M2y | MOx | MOy | VC |Cmaj|
.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.
| 1o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 1 10.0 -20.8 -30.1 | | T -9. -15. -21. -30. 0. 0. 0. 0. 0. 0. 10. 1.000
|L 1 10.0 -43.6 30.1 | | M -9. 30. -21. 30. 66. 35. -23. 0. 0. 0. 10. 1.000
|L 1 10.0 -20.8 39.6 | | B -2. 40. -21. 40. 0. 0. 0. 0. 0. 0. 10. 1.000
|L 1 9.3 -19.3 -352.0 | | T -7. -352. -19. -352. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 1 9.3 -40.6 169.0 | | M -7. 169. -19. 169. 66. 35. -21. 0. 0. 0. 9. 1.000
|L 1 9.3 -19.3 422.4 | | B -2. 422. -19. 422. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 1 10.7 -22.2 322.3 | | T -10. 322. -22. 322. 0. 0. 0. 0. 0. 0. 11. 1.000
|L 1 10.7 -46.7 -137.3 | | M -10. -137. -22. -137. 66. 35. -24. 0. 0. 0. 11. 1.000
|L 1 10.7 -22.2 -343.1 | | B -2. -343. -22. -343. 0. 0. 0. 0. 0. 0. 11. 1.000
|L 1 8.5 -139.3 -30.7 | | T -139. -31. -139. -31. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 1 8.5 236.2 58.1 | | B 236. 58. 236. 58. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 1 11.6 122.8 34.7 | | T 123. 1. 123. 35. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 1 11.6 -241.2 34.7 | | B -241. 21. -241. 35. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 1 8.5 -17.7 -577.1 | | T -6. -577. -18. -577. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 1 8.5 -37.1 271.4 | | M -6. 271. -18. 271. 66. 35. -19. 0. 0. 0. 9. 1.000
|L 1 8.5 -17.7 678.6 | | B -3. 679. -18. 679. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 1 10.9 -22.5 546.7 | | T -11. 547. -22. 547. 0. 0. 0. 0. 0. 0. 11. 1.000
|L 1 10.9 -47.2 -238.9 | | M -11. -239. -22. -239. 66. 35. -25. 0. 0. 0. 11. 1.000
|L 1 10.9 -22.5 -597.2 | | B -1. -597. -22. -597. 0. 0. 0. 0. 0. 0. 11. 1.000
|L 1 7.2 -226.1 -41.4 | | T -226. -41. -226. -41. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 1 7.2 394.9 71.5 | | B 395. 72. 395. 72. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 1 12.2 210.3 36.7 | | T 210. 11. 210. 37. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 1 12.2 -399.8 36.7 | | B -400. 9. -400. 37. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 1 10.4 -21.5 -31.1 | | T -9. -19. -21. -31. 0. 0. 0. 0. 0. 0. 10. 1.000
|L 1 10.4 -45.1 31.1 | | M -9. 29. -21. 31. 66. 35. -24. 0. 0. 0. 10. 1.000
|L 1 10.4 -21.5 40.7 | | B -2. 41. -21. 41. 0. 0. 0. 0. 0. 0. 10. 1.000
|L 1 9.7 -20.0 -356.0 | | T -7. -356. -20. -356. 0. 0. 0. 0. 0. 0. 10. 1.000
|L 1 9.7 -42.0 169.4 | | M -7. 169. -20. 169. 66. 35. -22. 0. 0. 0. 10. 1.000
|L 1 9.7 -20.0 423.5 | | B -2. 424. -20. 424. 0. 0. 0. 0. 0. 0. 10. 1.000
|L 1 11.1 -22.9 318.2 | | T -10. 318. -23. 318. 0. 0. 0. 0. 0. 0. 11. 1.000
|L 1 11.1 -48.1 -136.8 | | M -10. -137. -23. -137. 66. 35. -25. 0. 0. 0. 11. 1.000
|L 1 11.1 -22.9 -342.0 | | B -1. -342. -23. -342. 0. 0. 0. 0. 0. 0. 11. 1.000
|L 1 8.9 -139.6 -34.7 | | T -140. -35. -140. -35. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 1 8.9 236.3 59.4 | | B 236. 59. 236. 59. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 1 11.9 122.4 -35.7 | | T 122. -3. 122. -36. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 1 11.9 -241.1 35.7 | | B -241. 22. -241. 36. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 1 8.9 -18.4 -581.0 | | T -6. -581. -18. -581. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 1 8.9 -38.5 271.9 | | M -6. 272. -18. 272. 66. 35. -20. 0. 0. 0. 9. 1.000
|L 1 8.9 -18.4 679.8 | | B -3. 680. -18. 680. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 1 11.2 -23.2 542.8 | | T -11. 543. -23. 543. 0. 0. 0. 0. 0. 0. 11. 1.000
|L 1 11.2 -48.6 -238.4 | | M -11. -238. -23. -238. 66. 35. -25. 0. 0. 0. 11. 1.000
|L 1 11.2 -23.2 -596.0 | | B -1. -596. -23. -596. 0. 0. 0. 0. 0. 0. 11. 1.000
|L 1 7.5 -226.5 -45.4 | | T -227. -45. -227. -45. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 1 7.5 395.1 72.8 | | B 395. 73. 395. 73. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 1 12.6 209.9 37.7 | | T 210. 8. 210. 38. 0. 0. 0. 0. 0. 0. 13. 1.000
|L 1 12.6 -399.7 37.7 | | B -400. 11. -400. 38. 0. 0. 0. 0. 0. 0. 13. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Fundacao |
.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.
PILAR:P10 num. 10 Valores Intermediarios de Calculo
.----.-----------.------------.------------. .------.------.------.------.------.----.----.------.------.------.------.------.----.
LANC Vd (tf) Mdx (tf,cm) Mdy (tf,cm)| | OBS | MCx | MCy | M1x | M1y |LAMB|LBLM| M2x | M2y | MOx | MOy | VC |Cmaj|
.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.
| 1o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 1 15.9 156.8 66.9 | | T 157. 67. 157. 67. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 1 16.0 157.8 -55.1 | | M 108. -55. 108. -55. 66. 43. 49. 0. 0. 0. 16. 1.000
|L 1 15.6 155.4 -81.4 | | M 106. -81. 106. -81. 66. 43. 48. 0. 0. 0. 16. 1.000
|L 1 15.6 155.4 101.2 | | T 155. 101. 155. 101. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 1 15.7 32.6 99.8 | | B 10. 100. 33. 100. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 1 15.9 32.8 -104.6 | | B 8. -105. 33. -105. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 1 16.7 -386.8 50.1 | | T -387. 11. -387. 50. 0. 0. 0. 0. 0. 0. 17. 1.000
|L 1 16.7 473.3 50.1 | | B 473. 7. 473. 50. 0. 0. 0. 0. 0. 0. 17. 1.000
|L 1 14.9 697.6 44.7 | | T 698. 17. 698. 45. 0. 0. 0. 0. 0. 0. 15. 1.000
|L 1 14.9 -457.7 -44.7 | | B -458. -12. -458. -45. 0. 0. 0. 0. 0. 0. 15. 1.000
|L 1 15.2 144.9 -73.8 | | T 145. -74. 145. -74. 0. 0. 0. 0. 0. 0. 15. 1.000
|L 1 15.2 146.0 89.9 | | M 100. 90. 100. 90. 66. 43. 46. 0. 0. 0. 15. 1.000
|L 1 15.2 31.5 168.6 | | B 12. 169. 31. 169. 0. 0. 0. 0. 0. 0. 15. 1.000
|L 1 15.5 32.1 -172.1 | | B 8. -172. 32. -172. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 1 16.9 -751.7 50.7 | | T -752. 9. -752. 51. 0. 0. 0. 0. 0. 0. 17. 1.000
|L 1 16.9 783.7 50.7 | | B 784. 15. 784. 51. 0. 0. 0. 0. 0. 0. 17. 1.000
|L 1 13.8 1053.4 41.5 | | T 1053. 19. 1053. 41. 0. 0. 0. 0. 0. 0. 14. 1.000
|L 1 13.8 -766.2 -41.5 | | B -766. -18. -766. -41. 0. 0. 0. 0. 0. 0. 14. 1.000
|L 1 16.0 157.8 66.8 | | T 158. 67. 158. 67. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 1 16.0 33.1 -104.4 | | B 8. -104. 33. -104. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 1 15.6 32.3 -171.9 | | B 8. -172. 32. -172. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 1 17.0 -750.7 51.0 | | T -751. 9. -751. 51. 0. 0. 0. 0. 0. 0. 17. 1.000
|L 1 17.0 783.6 51.0 | | B 784. 15. 784. 51. 0. 0. 0. 0. 0. 0. 17. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Fundacao |
.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.
PILAR:P11 num. 11 Valores Intermediarios de Calculo
.----.-----------.------------.------------. .------.------.------.------.------.----.----.------.------.------.------.------.----.
LANC Vd (tf) Mdx (tf,cm) Mdy (tf,cm)| | OBS | MCx | MCy | M1x | M1y |LAMB|LBLM| M2x | M2y | MOx | MOy | VC |Cmaj|
.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.
| Cobertura .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 3 6.1 31.8 137.8 | | T 32. 138. 32. 138. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 3 6.1 -47.2 -162.4 | | B -47. -162. -47. -162. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 3 6.3 31.9 45.8 | | T 32. 46. 32. 46. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 3 6.3 -47.6 -119.1 | | B -48. -119. -48. -119. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 3 5.9 31.6 229.6 | | T 32. 230. 32. 230. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 3 5.9 -20.4 91.8 | | M -20. 92. -20. 92. 57. 63. 0. 0. 0. 0. 6. 1.000
|L 3 5.9 -46.9 -205.7 | | B -47. -206. -47. -206. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 3 5.8 -20.7 153.6 | | T -21. 154. -21. 154. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 3 5.8 -45.5 -232.0 | | B -46. -232. -46. -232. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 3 5.8 -12.1 -198.7 | | B -11. -199. -12. -199. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 3 6.4 84.0 120.0 | | T 84. 120. 84. 120. 0. 0. 0. 0. 0. 0. 6. 1.000
123
|L 3 6.4 33.6 -50.0 | | M 34. -50. 34. -50. 57. 71. 0. 0. 0. 0. 6. 1.000
|L 3 6.4 -82.7 -124.9 | | B -83. -125. -83. -125. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 3 5.8 31.2 289.9 | | T 31. 290. 31. 290. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 3 5.7 -55.6 164.4 | | T -56. 164. -56. 164. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 3 5.7 -55.6 -88.4 | | M -33. -88. -33. -88. 57. 49. -13. 0. 0. 0. 6. 1.000
|L 3 5.7 13.3 -221.1 | | B 13. -221. 13. -221. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 3 6.6 118.3 107.4 | | T 118. 107. 118. 107. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 6.6 -105.1 -97.4 | | B -105. -97. -105. -97. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 5.8 -20.2 155.4 | | T -20. 155. -20. 155. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 3 5.6 -55.0 166.2 | | T -55. 166. -55. 166. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 3 5.6 -55.0 -88.9 | | M -33. -89. -33. -89. 57. 49. -12. 0. 0. 0. 6. 1.000
|L 3 5.6 12.7 -222.3 | | B 13. -222. 13. -222. 0. 0. 0. 0. 0. 0. 6. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 2o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 2 18.8 56.4 178.9 | | T 56. 179. 56. 179. 0. 0. 0. 0. 0. 0. 19. 1.000
|L 2 18.9 69.4 71.2 | | M 28. 71. 39. 71. 57. 51. 30. 0. 0. 0. 19. 1.000
|L 2 18.8 -52.6 -174.3 | | B -53. -174. -53. -174. 0. 0. 0. 0. 0. 0. 19. 1.000
|L 2 19.7 137.3 217.0 | | T 137. 217. 137. 217. 0. 0. 0. 0. 0. 0. 20. 1.000
|L 2 19.5 71.8 -66.3 | | M 29. -66. 40. -66. 57. 50. 31. 0. 0. 0. 20. 1.000
|L 2 19.4 -52.6 -96.0 | | B -53. -96. -53. -96. 0. 0. 0. 0. 0. 0. 19. 1.000
|L 2 18.1 56.1 320.9 | | T 56. 321. 56. 321. 0. 0. 0. 0. 0. 0. 18. 1.000
|L 2 18.2 67.0 128.0 | | M 28. 128. 38. 128. 57. 53. 29. 0. 0. 0. 18. 1.000
|L 2 18.1 -52.6 -252.8 | | B -53. -253. -53. -253. 0. 0. 0. 0. 0. 0. 18. 1.000
|L 2 18.0 -37.3 140.0 | | T -25. 140. -37. 140. 0. 0. 0. 0. 0. 0. 18. 1.000
|L 2 18.0 -66.1 61.8 | | M -24. 62. -37. 62. 57. 35. -29. 0. 0. 0. 18. 1.000
|L 2 18.0 -37.3 -109.6 | | B -6. -110. -37. -110. 0. 0. 0. 0. 0. 0. 18. 1.000
|L 2 19.8 137.1 216.0 | | T 137. 216. 137. 216. 0. 0. 0. 0. 0. 0. 20. 1.000
|L 2 19.8 59.0 -95.3 | | M 59. -95. 59. -95. 57. 63. 0. 0. 0. 0. 20. 1.000
|L 2 19.7 -99.4 -238.8 | | B -99. -239. -99. -239. 0. 0. 0. 0. 0. 0. 20. 1.000
|L 2 19.7 72.4 -61.7 | | M 29. -62. 41. -62. 57. 49. 32. 0. 0. 0. 20. 1.000
|L 2 17.4 53.9 410.8 | | T 54. 411. 54. 411. 0. 0. 0. 0. 0. 0. 17. 1.000
|L 2 17.5 64.3 163.9 | | M 26. 164. 36. 164. 57. 53. 28. 0. 0. 0. 17. 1.000
|L 2 17.4 -50.7 -300.6 | | B -51. -301. -51. -301. 0. 0. 0. 0. 0. 0. 17. 1.000
|L 2 17.1 -80.4 109.9 | | T -80. 110. -80. 110. 0. 0. 0. 0. 0. 0. 17. 1.000
|L 2 17.1 -82.7 61.6 | | M -51. 62. -51. 62. 57. 42. -31. 0. 0. 0. 17. 1.000
|L 2 17.1 35.5 -62.3 | | B 27. -62. 35. -62. 0. 0. 0. 0. 0. 0. 17. 1.000
|L 2 20.0 189.0 237.4 | | T 189. 237. 189. 237. 0. 0. 0. 0. 0. 0. 20. 1.000
|L 2 20.0 78.6 -110.8 | | M 79. -111. 79. -111. 57. 66. 0. 0. 0. 0. 20. 1.000
|L 2 20.0 -128.4 -277.1 | | B -128. -277. -128. -277. 0. 0. 0. 0. 0. 0. 20. 1.000
|L 2 18.8 69.0 71.6 | | M 28. 72. 39. 72. 57. 52. 30. 0. 0. 0. 19. 1.000
|L 2 19.4 56.7 58.3 | | T 57. 37. 57. 58. 0. 0. 0. 0. 0. 0. 19. 1.000
|L 2 18.1 66.6 128.4 | | M 28. 128. 38. 128. 57. 53. 29. 0. 0. 0. 18. 1.000
|L 2 17.9 -37.1 141.0 | | T -24. 141. -37. 141. 0. 0. 0. 0. 0. 0. 18. 1.000
|L 2 17.9 -65.8 61.9 | | M -24. 62. -37. 62. 57. 35. -29. 0. 0. 0. 18. 1.000
|L 2 17.9 -37.1 -110.3 | | B -6. -110. -37. -110. 0. 0. 0. 0. 0. 0. 18. 1.000
|L 2 19.7 58.9 -95.5 | | M 59. -96. 59. -96. 57. 63. 0. 0. 0. 0. 20. 1.000
|L 2 17.4 63.9 164.3 | | M 26. 164. 36. 164. 57. 53. 28. 0. 0. 0. 17. 1.000
|L 2 17.0 -80.1 110.9 | | T -80. 111. -80. 111. 0. 0. 0. 0. 0. 0. 17. 1.000
|L 2 17.0 -82.4 61.8 | | M -51. 62. -51. 62. 57. 42. -31. 0. 0. 0. 17. 1.000
|L 2 17.0 35.3 -63.0 | | B 27. -63. 35. -63. 0. 0. 0. 0. 0. 0. 17. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 1o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 1 31.4 64.9 106.5 | | T 45. 107. 65. 107. 0. 0. 0. 0. 0. 0. 31. 1.000
|L 1 31.4 -136.2 -94.1 | | M -53. -88. -65. -94. 66. 35. -71. 0. 0. 0. 31. 1.000
|L 1 31.4 -64.9 -155.7 | | B -53. -156. -65. -156. 0. 0. 0. 0. 0. 0. 31. 1.000
|L 1 32.9 68.2 -212.8 | | T 48. -213. 68. -213. 0. 0. 0. 0. 0. 0. 33. 1.000
|L 1 32.9 -143.1 -147.9 | | M -62. -148. -68. -148. 66. 35. -75. 0. 0. 0. 33. 1.000
|L 1 30.1 62.3 297.1 | | T 43. 297. 62. 297. 0. 0. 0. 0. 0. 0. 30. 1.000
|L 1 30.1 -130.7 118.8 | | M -48. 119. -62. 119. 66. 35. -68. 0. 0. 0. 30. 1.000
|L 1 30.1 -62.3 -277.9 | | B -48. -278. -62. -278. 0. 0. 0. 0. 0. 0. 30. 1.000
|L 1 29.1 -73.2 172.5 | | T -73. 172. -73. 172. 0. 0. 0. 0. 0. 0. 29. 1.000
|L 1 29.3 133.9 -87.8 | | M 66. -82. 66. -88. 66. 48. 68. 0. 0. 0. 29. 1.000
|L 1 29.3 118.0 -193.3 | | B 118. -193. 118. -193. 0. 0. 0. 0. 0. 0. 29. 1.000
|L 1 33.5 164.5 100.4 | | T 165. 41. 165. 100. 0. 0. 0. 0. 0. 0. 33. 1.000
|L 1 33.3 -225.4 -117.9 | | B -225. -118. -225. -118. 0. 0. 0. 0. 0. 0. 33. 1.000
|L 1 33.5 -225.3 -117.9 | | B -225. -118. -225. -118. 0. 0. 0. 0. 0. 0. 33. 1.000
|L 1 32.9 -68.2 98.8 | | B -62. 48. -68. 99. 0. 0. 0. 0. 0. 0. 33. 1.000
|L 1 28.7 59.4 422.8 | | T 40. 423. 59. 423. 0. 0. 0. 0. 0. 0. 29. 1.000
|L 1 28.7 -124.6 169.1 | | M -44. 169. -59. 169. 66. 35. -65. 0. 0. 0. 29. 1.000
|L 1 28.7 -59.4 -359.1 | | B -44. -359. -59. -359. 0. 0. 0. 0. 0. 0. 29. 1.000
|L 1 27.3 -153.3 214.1 | | T -153. 214. -153. 214. 0. 0. 0. 0. 0. 0. 27. 1.000
|L 1 27.3 232.5 -218.1 | | B 233. -218. 233. -218. 0. 0. 0. 0. 0. 0. 27. 1.000
|L 1 34.3 242.5 -102.9 | | T 242. -4. 242. -103. 0. 0. 0. 0. 0. 0. 34. 1.000
|L 1 34.3 -339.1 -102.9 | | B -339. -93. -339. -103. 0. 0. 0. 0. 0. 0. 34. 1.000
|L 1 31.2 64.6 107.1 | | T 45. 107. 65. 107. 0. 0. 0. 0. 0. 0. 31. 1.000
|L 1 32.5 67.3 -97.5 | | T 48. -84. 67. -98. 0. 0. 0. 0. 0. 0. 33. 1.000
|L 1 32.5 -141.2 -97.5 | | M -59. -84. -67. -98. 66. 35. -74. 0. 0. 0. 33. 1.000
|L 1 30.0 62.0 297.8 | | T 43. 298. 62. 298. 0. 0. 0. 0. 0. 0. 30. 1.000
|L 1 30.0 -130.1 119.1 | | M -48. 119. -62. 119. 66. 35. -68. 0. 0. 0. 30. 1.000
|L 1 33.3 -225.4 -100.0 | | M -97. -94. -97. -100. 66. 63. -84. 0. 0. 0. 33. 1.000
|L 1 28.6 59.1 423.5 | | T 40. 424. 59. 424. 0. 0. 0. 0. 0. 0. 29. 1.000
|L 1 28.6 -124.0 169.4 | | M -44. 169. -59. 169. 66. 35. -65. 0. 0. 0. 29. 1.000
|L 1 27.2 -153.2 214.8 | | T -153. 215. -153. 215. 0. 0. 0. 0. 0. 0. 27. 1.000
|L 1 34.2 242.6 -102.5 | | T 243. -4. 243. -103. 0. 0. 0. 0. 0. 0. 34. 1.000
|L 1 34.2 -339.2 -102.5 | | B -339. -93. -339. -103. 0. 0. 0. 0. 0. 0. 34. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Fundacao |
.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.
PILAR:P12 num. 12 Valores Intermediarios de Calculo
.----.-----------.------------.------------. .------.------.------.------.------.----.----.------.------.------.------.------.----.
LANC Vd (tf) Mdx (tf,cm) Mdy (tf,cm)| | OBS | MCx | MCy | M1x | M1y |LAMB|LBLM| M2x | M2y | MOx | MOy | VC |Cmaj|
.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.
| Cobertura .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 3 12.3 -25.4 694.4 | | T -11. 694. -25. 694. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 3 12.0 139.2 -634.3 | | B 139. -634. 139. -634. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 3 12.2 25.3 -604.0 | | B 23. -604. 25. -604. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 3 12.2 82.7 568.1 | | T 83. 568. 83. 568. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 3 12.0 -152.6 613.2 | | T -153. 613. -153. 613. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 3 12.0 -61.0 -253.7 | | M -61. -254. -61. -254. 57. 71. 0. 0. 0. 0. 12. 1.000
|L 3 12.2 -53.2 -560.0 | | B -53. -560. -53. -560. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 3 12.3 25.4 -599.5 | | B 24. -599. 25. -599. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 3 12.2 141.5 555.2 | | T 142. 555. 142. 555. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 3 12.2 -101.9 -526.3 | | B -102. -526. -102. -526. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 3 12.2 25.3 -603.7 | | B 21. -604. 25. -604. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 3 12.2 84.6 566.9 | | T 85. 567. 85. 567. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 3 12.2 -54.7 -559.7 | | B -55. -560. -55. -560. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 3 11.9 24.7 473.1 | | T 1. 473. 25. 473. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 3 12.3 -25.5 693.1 | | T -9. 693. -25. 693. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 3 12.3 25.5 -599.1 | | B 23. -599. 25. -599. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 3 12.2 143.4 554.0 | | T 143. 554. 143. 554. 0. 0. 0. 0. 0. 0. 12. 1.000
124
|L 3 12.2 -103.5 -526.0 | | B -103. -526. -103. -526. 0. 0. 0. 0. 0. 0. 12. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 2o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 2 29.7 -61.5 554.0 | | T -38. 554. -61. 554. 0. 0. 0. 0. 0. 0. 30. 1.000
|L 2 29.5 -159.6 397.9 | | T -160. 398. -160. 398. 0. 0. 0. 0. 0. 0. 30. 1.000
|L 2 29.7 61.4 -216.0 | | B 27. -216. 61. -216. 0. 0. 0. 0. 0. 0. 30. 1.000
|L 2 29.3 -60.7 310.5 | | T -27. 311. -61. 311. 0. 0. 0. 0. 0. 0. 29. 1.000
|L 2 29.3 -107.8 125.0 | | M -27. 125. -61. 125. 57. 35. -47. 0. 0. 0. 29. 1.000
|L 2 29.3 60.7 -244.7 | | B 22. -245. 61. -245. 0. 0. 0. 0. 0. 0. 29. 1.000
|L 2 30.0 -62.1 505.3 | | T -36. 505. -62. 505. 0. 0. 0. 0. 0. 0. 30. 1.000
|L 2 30.0 -110.3 266.5 | | M -35. 267. -62. 267. 57. 35. -48. 0. 0. 0. 30. 1.000
|L 2 30.0 62.1 -187.5 | | B 33. -187. 62. -187. 0. 0. 0. 0. 0. 0. 30. 1.000
|L 2 29.5 123.3 -196.0 | | B 123. -196. 123. -196. 0. 0. 0. 0. 0. 0. 30. 1.000
|L 2 29.8 97.0 417.9 | | T 97. 418. 97. 418. 0. 0. 0. 0. 0. 0. 30. 1.000
|L 2 29.8 109.6 194.5 | | M 56. 195. 62. 195. 57. 46. 48. 0. 0. 0. 30. 1.000
|L 2 29.8 -68.7 -236.0 | | B -69. -236. -69. -236. 0. 0. 0. 0. 0. 0. 30. 1.000
|L 2 28.6 -59.3 229.6 | | T -23. 230. -59. 230. 0. 0. 0. 0. 0. 0. 29. 1.000
|L 2 28.6 -105.2 -102.4 | | M -23. -102. -59. -102. 57. 35. -46. 0. 0. 0. 29. 1.000
|L 2 28.6 59.3 -256.1 | | B 18. -256. 59. -256. 0. 0. 0. 0. 0. 0. 29. 1.000
|L 2 28.9 -243.9 375.1 | | T -244. 375. -244. 375. 0. 0. 0. 0. 0. 0. 29. 1.000
|L 2 28.9 186.2 -175.0 | | B 186. -175. 186. -175. 0. 0. 0. 0. 0. 0. 29. 1.000
|L 2 29.4 183.4 408.5 | | T 183. 409. 183. 409. 0. 0. 0. 0. 0. 0. 29. 1.000
|L 2 29.4 -133.6 -241.6 | | B -134. -242. -134. -242. 0. 0. 0. 0. 0. 0. 29. 1.000
|L 2 29.7 61.4 -211.7 | | B 27. -212. 61. -212. 0. 0. 0. 0. 0. 0. 30. 1.000
|L 2 29.4 60.8 -240.2 | | B 21. -240. 61. -240. 0. 0. 0. 0. 0. 0. 29. 1.000
|L 2 30.0 -62.1 503.9 | | T -35. 504. -62. 504. 0. 0. 0. 0. 0. 0. 30. 1.000
|L 2 30.0 62.1 -183.1 | | B 32. -183. 62. -183. 0. 0. 0. 0. 0. 0. 30. 1.000
|L 2 29.8 98.1 416.6 | | T 98. 417. 98. 417. 0. 0. 0. 0. 0. 0. 30. 1.000
|L 2 29.8 -69.6 -231.7 | | B -70. -232. -70. -232. 0. 0. 0. 0. 0. 0. 30. 1.000
|L 2 28.6 -59.3 228.3 | | T -22. 228. -59. 228. 0. 0. 0. 0. 0. 0. 29. 1.000
|L 2 28.6 -105.3 -100.7 | | M -22. -101. -59. -101. 57. 35. -46. 0. 0. 0. 29. 1.000
|L 2 28.6 59.3 -251.7 | | B 17. -252. 59. -252. 0. 0. 0. 0. 0. 0. 29. 1.000
|L 2 29.7 -61.5 552.7 | | T -37. 553. -62. 553. 0. 0. 0. 0. 0. 0. 30. 1.000
|L 2 29.4 184.5 407.3 | | T 185. 407. 185. 407. 0. 0. 0. 0. 0. 0. 29. 1.000
|L 2 29.4 -134.4 -237.3 | | B -134. -237. -134. -237. 0. 0. 0. 0. 0. 0. 29. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 1o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 1 42.1 -87.2 354.1 | | T -28. 354. -87. 354. 0. 0. 0. 0. 0. 0. 42. 1.000
|L 1 42.0 -239.7 -130.9 | | M -113. -123. -113. -131. 66. 57. -103. 0. 0. 0. 42. 1.000
|L 1 41.5 271.3 -164.9 | | B 271. -165. 271. -165. 0. 0. 0. 0. 0. 0. 42. 1.000
|L 1 41.0 -84.9 -163.7 | | T -17. -164. -85. -164. 0. 0. 0. 0. 0. 0. 41. 1.000
|L 1 41.3 -409.8 -128.8 | | B -410. -109. -410. -129. 0. 0. 0. 0. 0. 0. 41. 1.000
|L 1 41.0 84.9 127.9 | | B 14. 70. 85. 128. 0. 0. 0. 0. 0. 0. 41. 1.000
|L 1 42.5 -87.9 224.1 | | T -25. 224. -88. 224. 0. 0. 0. 0. 0. 0. 42. 1.000
|L 1 42.5 -184.4 -178.0 | | M -25. -178. -88. -178. 66. 35. -97. 0. 0. 0. 42. 1.000
|L 1 42.5 87.9 -357.8 | | B 19. -358. 88. -358. 0. 0. 0. 0. 0. 0. 42. 1.000
|L 1 41.5 -206.4 129.5 | | T -206. 87. -206. 130. 0. 0. 0. 0. 0. 0. 42. 1.000
|L 1 41.5 271.3 -129.5 | | M 115. -116. 115. -130. 66. 63. 102. 0. 0. 0. 42. 1.000
|L 1 42.0 164.6 -130.9 | | T 165. -27. 165. -131. 0. 0. 0. 0. 0. 0. 42. 1.000
|L 1 39.7 -82.2 -292.0 | | T -14. -292. -82. -292. 0. 0. 0. 0. 0. 0. 40. 1.000
|L 1 39.7 -172.4 -139.5 | | M -14. -140. -82. -140. 66. 35. -90. 0. 0. 0. 40. 1.000
|L 1 39.7 82.2 213.1 | | B 12. 213. 82. 213. 0. 0. 0. 0. 0. 0. 40. 1.000
|L 1 42.1 -182.9 -211.1 | | M -28. -211. -87. -211. 66. 35. -96. 0. 0. 0. 42. 1.000
|L 1 42.1 87.2 -500.2 | | B 21. -500. 87. -500. 0. 0. 0. 0. 0. 0. 42. 1.000
|L 1 40.5 -329.1 126.4 | | T -329. 126. -329. 126. 0. 0. 0. 0. 0. 0. 41. 1.000
|L 1 40.5 441.1 -178.6 | | B 441. -179. 441. -179. 0. 0. 0. 0. 0. 0. 41. 1.000
|L 1 41.3 288.5 -128.8 | | T 289. -64. 289. -129. 0. 0. 0. 0. 0. 0. 41. 1.000
|L 1 41.3 -164.6 -128.8 | | M -165. -108. -165. -129. 66. 69. 0. 0. 0. 0. 41. 1.000
|L 1 41.0 -84.8 -166.6 | | T -17. -167. -85. -167. 0. 0. 0. 0. 0. 0. 41. 1.000
|L 1 42.4 -184.3 -178.7 | | M -25. -179. -88. -179. 66. 35. -96. 0. 0. 0. 42. 1.000
|L 1 41.9 165.1 -130.8 | | T 165. -30. 165. -131. 0. 0. 0. 0. 0. 0. 42. 1.000
|L 1 41.9 -240.0 -130.8 | | M -113. -122. -113. -131. 66. 57. -103. 0. 0. 0. 42. 1.000
|L 1 39.7 -82.1 -295.0 | | T -14. -295. -82. -295. 0. 0. 0. 0. 0. 0. 40. 1.000
|L 1 39.7 -172.3 -140.9 | | M -14. -141. -82. -141. 66. 35. -90. 0. 0. 0. 40. 1.000
|L 1 39.7 82.1 213.9 | | B 12. 214. 82. 214. 0. 0. 0. 0. 0. 0. 40. 1.000
|L 1 42.1 -182.8 -211.6 | | M -27. -212. -87. -212. 66. 35. -96. 0. 0. 0. 42. 1.000
|L 1 41.2 289.0 -128.7 | | T 289. -67. 289. -129. 0. 0. 0. 0. 0. 0. 41. 1.000
|L 1 41.2 -409.9 -128.7 | | B -410. -108. -410. -129. 0. 0. 0. 0. 0. 0. 41. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Fundacao |
.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.
PILAR:P13 num. 13 Valores Intermediarios de Calculo
.----.-----------.------------.------------. .------.------.------.------.------.----.----.------.------.------.------.------.----.
LANC Vd (tf) Mdx (tf,cm) Mdy (tf,cm)| | OBS | MCx | MCy | M1x | M1y |LAMB|LBLM| M2x | M2y | MOx | MOy | VC |Cmaj|
.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.
| Caixa .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 4 3.2 -6.7 46.8 | | T -6. 47. -7. 47. 0. 0. 0. 0. 0. 0. 3. 1.000
|L 4 3.2 9.9 35.1 | | M 6. 35. 7. 35. 47. 41. 3. 0. 0. 0. 3. 1.000
|L 4 3.3 -10.4 47.6 | | T -10. 48. -10. 48. 0. 0. 0. 0. 0. 0. 3. 1.000
|L 4 3.3 12.3 62.4 | | B 12. 62. 12. 62. 0. 0. 0. 0. 0. 0. 3. 1.000
|L 4 3.1 -6.5 45.9 | | T -1. 46. -6. 46. 0. 0. 0. 0. 0. 0. 3. 1.000
|L 4 3.1 9.6 20.5 | | M 6. 21. 6. 21. 47. 35. 3. 0. 0. 0. 3. 1.000
|L 4 3.1 7.3 -27.3 | | B 7. -27. 7. -27. 0. 0. 0. 0. 0. 0. 3. 1.000
|L 4 3.1 -43.5 43.1 | | T -44. 43. -44. 43. 0. 0. 0. 0. 0. 0. 3. 1.000
|L 4 3.1 33.9 19.2 | | B 34. 19. 34. 19. 0. 0. 0. 0. 0. 0. 3. 1.000
|L 4 3.4 32.1 50.5 | | T 32. 51. 32. 51. 0. 0. 0. 0. 0. 0. 3. 1.000
|L 4 3.4 -15.5 17.4 | | B -16. 17. -16. 17. 0. 0. 0. 0. 0. 0. 3. 1.000
|L 4 3.4 -13.4 48.2 | | T -13. 48. -13. 48. 0. 0. 0. 0. 0. 0. 3. 1.000
|L 4 3.4 14.0 90.3 | | B 14. 90. 14. 90. 0. 0. 0. 0. 0. 0. 3. 1.000
|L 4 3.0 6.3 45.5 | | T 2. 46. 6. 46. 0. 0. 0. 0. 0. 0. 3. 1.000
|L 4 3.0 9.3 -23.6 | | M 6. -24. 6. -24. 47. 35. 3. 0. 0. 0. 3. 1.000
|L 4 3.0 6.3 -59.1 | | B 6. -59. 6. -59. 0. 0. 0. 0. 0. 0. 3. 1.000
|L 4 3.0 -68.7 40.6 | | T -69. 41. -69. 41. 0. 0. 0. 0. 0. 0. 3. 1.000
|L 4 3.0 49.8 18.2 | | B 50. 18. 50. 18. 0. 0. 0. 0. 0. 0. 3. 1.000
|L 4 3.5 57.1 52.9 | | T 57. 53. 57. 53. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 4 3.5 -31.6 14.3 | | B -32. 14. -32. 14. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 4 3.2 9.9 35.5 | | M 6. 36. 7. 36. 47. 39. 3. 0. 0. 0. 3. 1.000
|L 4 3.3 11.1 63.7 | | B 11. 64. 11. 64. 0. 0. 0. 0. 0. 0. 3. 1.000
|L 4 3.1 9.5 21.0 | | M 6. 21. 6. 21. 47. 35. 3. 0. 0. 0. 3. 1.000
|L 4 3.0 32.6 20.4 | | B 33. 20. 33. 20. 0. 0. 0. 0. 0. 0. 3. 1.000
|L 4 3.4 32.8 50.4 | | T 33. 50. 33. 50. 0. 0. 0. 0. 0. 0. 3. 1.000
|L 4 3.4 12.9 91.6 | | B 13. 92. 13. 92. 0. 0. 0. 0. 0. 0. 3. 1.000
|L 4 2.9 48.7 19.6 | | B 49. 20. 49. 20. 0. 0. 0. 0. 0. 0. 3. 1.000
|L 4 3.5 57.8 52.8 | | T 58. 53. 58. 53. 0. 0. 0. 0. 0. 0. 4. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Cobertura .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
125
|L 3 28.4 -58.8 88.6 | | T -9. 76. -59. 89. 0. 0. 0. 0. 0. 0. 28. 1.000
|L 3 28.1 -140.1 -126.3 | | M -69. -126. -69. -126. 57. 54. -48. 0. 0. 0. 28. 1.000
|L 3 28.0 95.8 -209.7 | | B 96. -210. 96. -210. 0. 0. 0. 0. 0. 0. 28. 1.000
|L 3 28.9 -106.1 -111.2 | | M -9. -111. -60. -111. 57. 35. -46. 0. 0. 0. 29. 1.000
|L 3 28.9 59.7 -125.3 | | B 8. -125. 60. -125. 0. 0. 0. 0. 0. 0. 29. 1.000
|L 3 27.9 -57.8 177.9 | | T -8. 178. -58. 178. 0. 0. 0. 0. 0. 0. 28. 1.000
|L 3 27.9 -102.5 -130.0 | | M -8. -130. -58. -130. 57. 35. -45. 0. 0. 0. 28. 1.000
|L 3 27.9 57.8 -277.2 | | B 5. -277. 58. -277. 0. 0. 0. 0. 0. 0. 28. 1.000
|L 3 28.2 -87.5 88.0 | | T -88. 81. -88. 88. 0. 0. 0. 0. 0. 0. 28. 1.000
|L 3 28.2 -103.7 -128.3 | | M -52. -128. -58. -128. 57. 44. -45. 0. 0. 0. 28. 1.000
|L 3 28.7 123.5 89.5 | | T 123. 64. 123. 89. 0. 0. 0. 0. 0. 0. 29. 1.000
|L 3 28.6 104.9 -123.2 | | M 47. -123. 59. -123. 57. 39. 46. 0. 0. 0. 29. 1.000
|L 3 28.6 -59.1 -193.1 | | B -48. -193. -59. -193. 0. 0. 0. 0. 0. 0. 29. 1.000
|L 3 29.2 -60.4 -97.0 | | T -10. -97. -60. -97. 0. 0. 0. 0. 0. 0. 29. 1.000
|L 3 29.2 -107.3 -94.6 | | M -10. -95. -60. -95. 57. 35. -47. 0. 0. 0. 29. 1.000
|L 3 29.2 60.4 -91.1 | | B 9. -67. 60. -91. 0. 0. 0. 0. 0. 0. 29. 1.000
|L 3 27.6 -57.1 242.8 | | T -7. 243. -57. 243. 0. 0. 0. 0. 0. 0. 28. 1.000
|L 3 27.8 -102.1 -130.4 | | M -6. -130. -57. -130. 57. 35. -45. 0. 0. 0. 28. 1.000
|L 3 27.6 57.1 -319.6 | | B 4. -320. 57. -320. 0. 0. 0. 0. 0. 0. 28. 1.000
|L 3 28.1 -140.1 87.7 | | T -140. 82. -140. 88. 0. 0. 0. 0. 0. 0. 28. 1.000
|L 3 28.1 96.7 -206.5 | | B 97. -207. 97. -207. 0. 0. 0. 0. 0. 0. 28. 1.000
|L 3 28.5 124.6 -118.4 | | M 64. -118. 64. -118. 57. 51. 47. 0. 0. 0. 29. 1.000
|L 3 28.5 -85.7 -182.7 | | B -86. -183. -86. -183. 0. 0. 0. 0. 0. 0. 29. 1.000
|L 3 28.0 -138.9 -126.7 | | M -68. -127. -68. -127. 57. 54. -48. 0. 0. 0. 28. 1.000
|L 3 28.7 -105.6 -113.0 | | M -8. -113. -59. -113. 57. 35. -46. 0. 0. 0. 29. 1.000
|L 3 28.7 59.5 -128.5 | | B 7. -129. 59. -129. 0. 0. 0. 0. 0. 0. 29. 1.000
|L 3 27.8 -57.5 181.2 | | T -6. 181. -57. 181. 0. 0. 0. 0. 0. 0. 28. 1.000
|L 3 27.8 57.5 -280.4 | | B 4. -280. 57. -280. 0. 0. 0. 0. 0. 0. 28. 1.000
|L 3 28.1 -103.2 -128.7 | | M -51. -129. -58. -129. 57. 44. -45. 0. 0. 0. 28. 1.000
|L 3 28.1 59.6 -212.5 | | B 60. -213. 60. -213. 0. 0. 0. 0. 0. 0. 28. 1.000
|L 3 28.4 104.5 -123.7 | | M 47. -124. 59. -124. 57. 40. 46. 0. 0. 0. 28. 1.000
|L 3 28.4 -58.8 -196.3 | | B -49. -196. -59. -196. 0. 0. 0. 0. 0. 0. 28. 1.000
|L 3 27.5 -56.8 246.0 | | T -6. 246. -57. 246. 0. 0. 0. 0. 0. 0. 27. 1.000
|L 3 27.5 -100.9 -129.6 | | M -6. -130. -57. -130. 57. 35. -44. 0. 0. 0. 27. 1.000
|L 3 27.5 56.8 -322.8 | | B 3. -323. 57. -323. 0. 0. 0. 0. 0. 0. 27. 1.000
|L 3 28.5 124.6 89.1 | | T 125. 67. 125. 89. 0. 0. 0. 0. 0. 0. 29. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 2o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 2 48.9 -101.2 198.2 | | T -6. 198. -101. 198. 0. 0. 0. 0. 0. 0. 49. 1.000
|L 2 48.9 -179.6 153.7 | | M -6. 154. -101. 154. 57. 35. -78. 0. 0. 0. 49. 1.000
|L 2 48.9 101.2 -152.6 | | B 63. -47. 101. -153. 0. 0. 0. 0. 0. 0. 49. 1.000
|L 2 50.0 -103.4 -164.1 | | T -9. -164. -103. -164. 0. 0. 0. 0. 0. 0. 50. 1.000
|L 2 49.9 -183.3 155.6 | | M -8. 41. -103. 156. 57. 35. -80. 0. 0. 0. 50. 1.000
|L 2 50.0 103.4 155.9 | | B 8. 117. 103. 156. 0. 0. 0. 0. 0. 0. 50. 1.000
|L 2 47.9 -99.1 409.8 | | T -4. 410. -99. 410. 0. 0. 0. 0. 0. 0. 48. 1.000
|L 2 47.9 -176.0 236.8 | | M -4. 237. -99. 237. 57. 35. -77. 0. 0. 0. 48. 1.000
|L 2 47.9 99.1 -172.2 | | B 3. -172. 99. -172. 0. 0. 0. 0. 0. 0. 48. 1.000
|L 2 48.9 -101.4 185.4 | | T -101. 185. -101. 185. 0. 0. 0. 0. 0. 0. 49. 1.000
|L 2 48.9 -179.7 153.6 | | M -76. 154. -101. 154. 57. 35. -78. 0. 0. 0. 49. 1.000
|L 2 48.9 101.1 211.0 | | T 90. 211. 101. 211. 0. 0. 0. 0. 0. 0. 49. 1.000
|L 2 48.9 179.6 153.7 | | M 90. 154. 101. 154. 57. 35. 78. 0. 0. 0. 49. 1.000
|L 2 48.9 -101.1 -152.5 | | B -53. -85. -101. -152. 0. 0. 0. 0. 0. 0. 49. 1.000
|L 2 50.0 -183.6 -155.9 | | M -9. -114. -103. -156. 57. 35. -80. 0. 0. 0. 50. 1.000
|L 2 46.7 -96.6 541.2 | | T -2. 541. -97. 541. 0. 0. 0. 0. 0. 0. 47. 1.000
|L 2 46.7 -171.5 287.6 | | M -2. 288. -97. 288. 57. 35. -75. 0. 0. 0. 47. 1.000
|L 2 46.7 96.6 -238.4 | | B 1. -238. 97. -238. 0. 0. 0. 0. 0. 0. 47. 1.000
|L 2 48.6 -178.7 155.2 | | M -5. 155. -101. 155. 57. 35. -78. 0. 0. 0. 49. 1.000
|L 2 48.4 101.1 -150.9 | | B 101. -29. 101. -151. 0. 0. 0. 0. 0. 0. 48. 1.000
|L 2 48.3 154.0 209.9 | | T 154. 210. 154. 210. 0. 0. 0. 0. 0. 0. 48. 1.000
|L 2 48.6 178.6 155.3 | | M 91. 155. 101. 155. 57. 35. 78. 0. 0. 0. 49. 1.000
|L 2 48.3 -100.0 -150.7 | | B -92. -92. -100. -151. 0. 0. 0. 0. 0. 0. 48. 1.000
|L 2 47.6 -175.0 238.4 | | M -3. 238. -99. 238. 57. 35. -76. 0. 0. 0. 48. 1.000
|L 2 48.6 -178.7 155.2 | | M -101. 155. -101. 155. 57. 35. -78. 0. 0. 0. 49. 1.000
|L 2 49.7 -102.9 -165.2 | | T -8. -165. -103. -165. 0. 0. 0. 0. 0. 0. 50. 1.000
|L 2 46.4 -170.6 289.2 | | M -1. 289. -96. 289. 57. 35. -74. 0. 0. 0. 46. 1.000
|L 2 48.1 -176.7 150.6 | | M -98. 151. -100. 151. 57. 44. -77. 0. 0. 0. 48. 1.000
|L 2 48.0 155.0 208.7 | | T 155. 209. 155. 209. 0. 0. 0. 0. 0. 0. 48. 1.000
|L 2 48.0 176.5 150.8 | | M 96. 151. 99. 151. 57. 43. 77. 0. 0. 0. 48. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 1o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 1 65.1 282.8 -203.1 | | M 126. -111. 135. -203. 66. 47. 148. 0. 0. 0. 65. 1.000
|L 1 64.8 -281.7 -202.3 | | M -12. -86. -134. -202. 66. 35. -147. 0. 0. 0. 65. 1.000
|L 1 66.1 -136.9 -414.4 | | T -1. -414. -137. -414. 0. 0. 0. 0. 0. 0. 66. 1.000
|L 1 66.1 -287.3 -206.3 | | M -10. -182. -137. -206. 66. 35. -150. 0. 0. 0. 66. 1.000
|L 1 66.1 -136.9 373.1 | | B -10. 373. -137. 373. 0. 0. 0. 0. 0. 0. 66. 1.000
|L 1 63.6 131.6 348.0 | | T 4. 348. 132. 348. 0. 0. 0. 0. 0. 0. 64. 1.000
|L 1 63.6 -276.1 -267.5 | | M -15. -268. -132. -268. 66. 35. -145. 0. 0. 0. 64. 1.000
|L 1 63.6 -131.6 -545.7 | | B -15. -546. -132. -546. 0. 0. 0. 0. 0. 0. 64. 1.000
|L 1 65.1 -155.5 -203.1 | | T -156. -10. -156. -203. 0. 0. 0. 0. 0. 0. 65. 1.000
|L 1 64.6 -288.5 -201.5 | | M -140. -61. -140. -202. 66. 47. -149. 0. 0. 0. 65. 1.000
|L 1 66.0 -136.7 -668.4 | | T -2. -668. -137. -668. 0. 0. 0. 0. 0. 0. 66. 1.000
|L 1 66.0 -286.9 272.1 | | M -8. 272. -137. 272. 66. 35. -150. 0. 0. 0. 66. 1.000
|L 1 66.0 -136.7 680.3 | | B -8. 680. -137. 680. 0. 0. 0. 0. 0. 0. 66. 1.000
|L 1 61.7 127.8 602.3 | | T 5. 602. 128. 602. 0. 0. 0. 0. 0. 0. 62. 1.000
|L 1 61.7 -268.2 -346.8 | | M -16. -347. -128. -347. 66. 35. -140. 0. 0. 0. 62. 1.000
|L 1 61.7 -127.8 -851.1 | | B -16. -851. -128. -851. 0. 0. 0. 0. 0. 0. 62. 1.000
|L 1 64.3 -260.1 200.7 | | T -260. 5. -260. 201. 0. 0. 0. 0. 0. 0. 64. 1.000
|L 1 64.3 381.6 -200.7 | | B 382. -127. 382. -201. 0. 0. 0. 0. 0. 0. 64. 1.000
|L 1 63.5 263.6 -198.0 | | T 264. -71. 264. -198. 0. 0. 0. 0. 0. 0. 63. 1.000
|L 1 63.5 -407.3 -198.0 | | M -191. -71. -191. -198. 66. 57. -161. 0. 0. 0. 63. 1.000
|L 1 65.6 135.8 -420.0 | | T 0. -420. 136. -420. 0. 0. 0. 0. 0. 0. 66. 1.000
|L 1 63.0 -273.8 -267.9 | | M -15. -268. -130. -268. 66. 35. -143. 0. 0. 0. 63. 1.000
|L 1 65.5 -135.6 -674.0 | | T -2. -674. -136. -674. 0. 0. 0. 0. 0. 0. 66. 1.000
|L 1 65.5 -284.6 272.9 | | M -9. 273. -136. 273. 66. 35. -149. 0. 0. 0. 66. 1.000
|L 1 65.5 -135.6 682.4 | | B -9. 682. -136. 682. 0. 0. 0. 0. 0. 0. 66. 1.000
|L 1 61.2 -265.9 -347.1 | | M -16. -347. -127. -347. 66. 35. -139. 0. 0. 0. 61. 1.000
|L 1 62.9 264.2 -196.4 | | T 264. -77. 264. -196. 0. 0. 0. 0. 0. 0. 63. 1.000
|L 1 62.9 -407.5 -196.4 | | M -191. -77. -191. -196. 66. 58. -159. 0. 0. 0. 63. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Fundacao |
.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.
PILAR:P14 num. 14 Valores Intermediarios de Calculo
.----.-----------.------------.------------. .------.------.------.------.------.----.----.------.------.------.------.------.----.
LANC Vd (tf) Mdx (tf,cm) Mdy (tf,cm)| | OBS | MCx | MCy | M1x | M1y |LAMB|LBLM| M2x | M2y | MOx | MOy | VC |Cmaj|
.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.
| Caixa .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 4 3.2 13.0 45.6 | | T 13. 46. 13. 46. 0. 0. 0. 0. 0. 0. 3. 1.000
|L 4 3.2 14.3 35.1 | | M 10. 35. 10. 35. 47. 35. 4. 0. 0. 0. 3. 1.000
|L 4 3.3 17.5 57.0 | | M 13. 57. 13. 57. 47. 37. 4. 0. 0. 0. 3. 1.000
|L 4 3.3 6.8 64.0 | | B 0. 64. 7. 64. 0. 0. 0. 0. 0. 0. 3. 1.000
126
|L 4 3.1 8.7 44.9 | | T 9. 45. 9. 45. 0. 0. 0. 0. 0. 0. 3. 1.000
|L 4 3.1 11.1 20.6 | | M 8. 21. 8. 21. 47. 35. 3. 0. 0. 0. 3. 1.000
|L 4 3.1 6.4 -25.5 | | B 5. -25. 6. -25. 0. 0. 0. 0. 0. 0. 3. 1.000
|L 4 3.3 -25.5 49.3 | | T -25. 49. -25. 49. 0. 0. 0. 0. 0. 0. 3. 1.000
|L 4 3.4 20.4 73.9 | | M 15. 74. 15. 74. 47. 39. 4. 0. 0. 0. 3. 1.000
|L 4 3.3 28.0 19.0 | | B 28. 19. 28. 19. 0. 0. 0. 0. 0. 0. 3. 1.000
|L 4 3.0 51.1 42.0 | | T 51. 42. 51. 42. 0. 0. 0. 0. 0. 0. 3. 1.000
|L 4 3.0 -21.7 20.9 | | B -22. 21. -22. 21. 0. 0. 0. 0. 0. 0. 3. 1.000
|L 4 3.4 -7.0 91.8 | | B -1. 92. -7. 92. 0. 0. 0. 0. 0. 0. 3. 1.000
|L 4 3.0 6.2 44.5 | | T 6. 45. 6. 45. 0. 0. 0. 0. 0. 0. 3. 1.000
|L 4 3.0 9.3 -22.8 | | M 6. -23. 6. -23. 47. 35. 3. 0. 0. 0. 3. 1.000
|L 4 3.0 6.3 -57.1 | | B 6. -57. 6. -57. 0. 0. 0. 0. 0. 0. 3. 1.000
|L 4 3.5 -50.1 51.8 | | T -50. 52. -50. 52. 0. 0. 0. 0. 0. 0. 3. 1.000
|L 4 3.5 44.1 16.1 | | B 44. 16. 44. 16. 0. 0. 0. 0. 0. 0. 3. 1.000
|L 4 2.9 76.4 39.6 | | T 76. 40. 76. 40. 0. 0. 0. 0. 0. 0. 3. 1.000
|L 4 2.9 -37.9 19.9 | | B -38. 20. -38. 20. 0. 0. 0. 0. 0. 0. 3. 1.000
|L 4 3.2 13.9 35.5 | | M 10. 36. 10. 36. 47. 35. 4. 0. 0. 0. 3. 1.000
|L 4 3.3 17.0 57.7 | | M 13. 58. 13. 58. 47. 36. 4. 0. 0. 0. 3. 1.000
|L 4 3.3 6.8 65.2 | | B 1. 65. 7. 65. 0. 0. 0. 0. 0. 0. 3. 1.000
|L 4 3.1 10.6 21.1 | | M 7. 21. 7. 21. 47. 35. 3. 0. 0. 0. 3. 1.000
|L 4 3.4 19.7 74.6 | | M 15. 75. 15. 75. 47. 38. 4. 0. 0. 0. 3. 1.000
|L 4 3.0 -20.7 22.1 | | B -21. 22. -21. 22. 0. 0. 0. 0. 0. 0. 3. 1.000
|L 4 3.4 7.0 93.1 | | B 0. 93. 7. 93. 0. 0. 0. 0. 0. 0. 3. 1.000
|L 4 3.0 10.0 -22.3 | | M 7. -22. 7. -22. 47. 35. 3. 0. 0. 0. 3. 1.000
|L 4 3.0 7.4 -55.9 | | B 7. -56. 7. -56. 0. 0. 0. 0. 0. 0. 3. 1.000
|L 4 3.5 -50.7 51.7 | | T -51. 52. -51. 52. 0. 0. 0. 0. 0. 0. 3. 1.000
|L 4 2.9 -36.8 21.1 | | B -37. 21. -37. 21. 0. 0. 0. 0. 0. 0. 3. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Cobertura .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 3 28.5 -144.3 89.0 | | T -144. 62. -144. 89. 0. 0. 0. 0. 0. 0. 29. 1.000
|L 3 28.3 -103.9 -123.7 | | M -12. -124. -59. -124. 57. 35. -45. 0. 0. 0. 28. 1.000
|L 3 28.3 58.5 -196.6 | | B 10. -197. 59. -197. 0. 0. 0. 0. 0. 0. 28. 1.000
|L 3 28.4 -145.3 -116.9 | | M -70. -117. -70. -117. 57. 55. -49. 0. 0. 0. 28. 1.000
|L 3 28.4 101.8 -179.5 | | B 102. -179. 102. -179. 0. 0. 0. 0. 0. 0. 28. 1.000
|L 3 27.8 -57.5 176.1 | | T -13. 176. -58. 176. 0. 0. 0. 0. 0. 0. 28. 1.000
|L 3 27.8 -102.1 -127.9 | | M -13. -128. -58. -128. 57. 35. -45. 0. 0. 0. 28. 1.000
|L 3 27.8 57.5 -272.9 | | B 11. -273. 58. -273. 0. 0. 0. 0. 0. 0. 28. 1.000
|L 3 28.4 -104.4 -121.5 | | M -53. -122. -59. -122. 57. 46. -46. 0. 0. 0. 28. 1.000
|L 3 28.3 65.5 -192.5 | | B 66. -193. 66. -193. 0. 0. 0. 0. 0. 0. 28. 1.000
|L 3 28.1 67.3 87.7 | | T 67. 79. 67. 88. 0. 0. 0. 0. 0. 0. 28. 1.000
|L 3 28.1 103.3 -126.0 | | M 46. -126. 58. -126. 57. 38. 45. 0. 0. 0. 28. 1.000
|L 3 28.1 -58.2 -204.0 | | B -45. -204. -58. -204. 0. 0. 0. 0. 0. 0. 28. 1.000
|L 3 29.1 -60.2 -100.0 | | T -11. -100. -60. -100. 0. 0. 0. 0. 0. 0. 29. 1.000
|L 3 29.1 -106.9 -96.3 | | M -11. -96. -60. -96. 57. 35. -47. 0. 0. 0. 29. 1.000
|L 3 29.1 60.2 -90.8 | | B 8. -61. 60. -91. 0. 0. 0. 0. 0. 0. 29. 1.000
|L 3 27.5 -56.9 241.4 | | T -13. 241. -57. 241. 0. 0. 0. 0. 0. 0. 27. 1.000
|L 3 27.7 -101.6 -128.4 | | M -14. -128. -57. -128. 57. 35. -44. 0. 0. 0. 28. 1.000
|L 3 27.5 56.9 -315.7 | | B 11. -316. 57. -316. 0. 0. 0. 0. 0. 0. 27. 1.000
|L 3 28.0 120.1 87.4 | | T 120. 79. 120. 87. 0. 0. 0. 0. 0. 0. 28. 1.000
|L 3 28.0 120.1 -123.9 | | M 63. -124. 63. -124. 57. 51. 46. 0. 0. 0. 28. 1.000
|L 3 28.0 -81.5 -200.8 | | B -81. -201. -81. -201. 0. 0. 0. 0. 0. 0. 28. 1.000
|L 3 28.4 -145.3 88.6 | | T -145. 66. -145. 89. 0. 0. 0. 0. 0. 0. 28. 1.000
|L 3 28.1 -103.4 -124.2 | | M -13. -124. -58. -124. 57. 35. -45. 0. 0. 0. 28. 1.000
|L 3 28.1 58.3 -199.8 | | B 11. -200. 58. -200. 0. 0. 0. 0. 0. 0. 28. 1.000
|L 3 27.7 -57.3 179.5 | | T -14. 179. -57. 179. 0. 0. 0. 0. 0. 0. 28. 1.000
|L 3 27.7 57.3 -276.1 | | B 12. -276. 57. -276. 0. 0. 0. 0. 0. 0. 28. 1.000
|L 3 28.3 -104.0 -122.0 | | M -53. -122. -59. -122. 57. 46. -45. 0. 0. 0. 28. 1.000
|L 3 28.0 102.9 -126.4 | | M 45. -126. 58. -126. 57. 38. 45. 0. 0. 0. 28. 1.000
|L 3 28.0 -57.9 -207.2 | | B -44. -207. -58. -207. 0. 0. 0. 0. 0. 0. 28. 1.000
|L 3 27.3 -56.6 244.6 | | T -14. 245. -57. 245. 0. 0. 0. 0. 0. 0. 27. 1.000
|L 3 27.3 -100.5 -127.6 | | M -14. -128. -57. -128. 57. 35. -44. 0. 0. 0. 27. 1.000
|L 3 27.3 56.6 -318.8 | | B 12. -319. 57. -319. 0. 0. 0. 0. 0. 0. 27. 1.000
|L 3 27.9 119.1 -124.3 | | M 62. -124. 62. -124. 57. 51. 46. 0. 0. 0. 28. 1.000
|L 3 27.9 -80.6 -203.8 | | B -81. -204. -81. -204. 0. 0. 0. 0. 0. 0. 28. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 2o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 2 48.8 -103.2 207.6 | | T -103. 208. -103. 208. 0. 0. 0. 0. 0. 0. 49. 1.000
|L 2 48.8 -179.4 153.2 | | M -7. 153. -101. 153. 57. 35. -78. 0. 0. 0. 49. 1.000
|L 2 48.8 101.1 -152.3 | | B 4. -61. 101. -152. 0. 0. 0. 0. 0. 0. 49. 1.000
|L 2 49.9 -103.3 -168.1 | | T -4. -168. -103. -168. 0. 0. 0. 0. 0. 0. 50. 1.000
|L 2 49.8 -183.1 155.4 | | M -5. 46. -103. 155. 57. 35. -80. 0. 0. 0. 50. 1.000
|L 2 49.9 103.3 155.8 | | B 1. 122. 103. 156. 0. 0. 0. 0. 0. 0. 50. 1.000
|L 2 47.8 -99.0 407.0 | | T -9. 407. -99. 407. 0. 0. 0. 0. 0. 0. 48. 1.000
|L 2 47.8 -175.7 236.4 | | M -9. 236. -99. 236. 57. 35. -77. 0. 0. 0. 48. 1.000
|L 2 47.8 99.0 -168.6 | | B 6. -169. 99. -169. 0. 0. 0. 0. 0. 0. 48. 1.000
|L 2 48.8 -179.1 153.8 | | M -77. 154. -101. 154. 57. 35. -78. 0. 0. 0. 49. 1.000
|L 2 48.9 101.2 181.9 | | T 89. 182. 101. 182. 0. 0. 0. 0. 0. 0. 49. 1.000
|L 2 48.9 179.6 152.7 | | M 89. 153. 101. 153. 57. 35. 78. 0. 0. 0. 49. 1.000
|L 2 48.9 -101.2 -152.5 | | B -54. -44. -101. -153. 0. 0. 0. 0. 0. 0. 49. 1.000
|L 2 49.9 -183.5 -155.8 | | M -4. -114. -103. -156. 57. 35. -80. 0. 0. 0. 50. 1.000
|L 2 46.6 -96.5 538.9 | | T -10. 539. -96. 539. 0. 0. 0. 0. 0. 0. 47. 1.000
|L 2 46.6 -171.2 287.4 | | M -10. 287. -96. 287. 57. 35. -75. 0. 0. 0. 47. 1.000
|L 2 46.6 96.5 -235.2 | | B 8. -235. 96. -235. 0. 0. 0. 0. 0. 0. 47. 1.000
|L 2 48.6 -178.4 155.0 | | M -8. 155. -101. 155. 57. 35. -78. 0. 0. 0. 49. 1.000
|L 2 48.1 101.5 -150.2 | | B 102. -86. 102. -150. 0. 0. 0. 0. 0. 0. 48. 1.000
|L 2 48.4 153.6 163.9 | | T 154. 164. 154. 164. 0. 0. 0. 0. 0. 0. 48. 1.000
|L 2 48.6 178.7 154.4 | | M 89. 154. 101. 154. 57. 35. 78. 0. 0. 0. 49. 1.000
|L 2 48.4 -100.1 -150.9 | | B -93. -27. -100. -151. 0. 0. 0. 0. 0. 0. 48. 1.000
|L 2 47.6 -174.7 238.1 | | M -10. 238. -98. 238. 57. 35. -76. 0. 0. 0. 48. 1.000
|L 2 48.5 -103.7 206.5 | | T -104. 207. -104. 206. 0. 0. 0. 0. 0. 0. 48. 1.000
|L 2 48.5 -178.2 155.5 | | M -77. 155. -100. 155. 57. 35. -78. 0. 0. 0. 48. 1.000
|L 2 49.7 -102.8 -169.3 | | T -5. -169. -103. -169. 0. 0. 0. 0. 0. 0. 50. 1.000
|L 2 46.3 -170.3 289.0 | | M -10. 289. -96. 289. 57. 35. -74. 0. 0. 0. 46. 1.000
|L 2 47.9 -176.4 151.3 | | M -99. 151. -99. 151. 57. 44. -77. 0. 0. 0. 48. 1.000
|L 2 47.9 101.9 -149.4 | | B 102. -80. 102. -149. 0. 0. 0. 0. 0. 0. 48. 1.000
|L 2 48.1 176.8 150.1 | | M 94. 150. 100. 150. 57. 43. 77. 0. 0. 0. 48. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 1o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 1 65.6 -284.9 -204.7 | | M -4. -183. -136. -205. 66. 35. -149. 0. 0. 0. 66. 1.000
|L 1 65.2 151.3 -203.3 | | T 151. -7. 151. -203. 0. 0. 0. 0. 0. 0. 65. 1.000
|L 1 66.1 -136.9 -411.2 | | T -4. -411. -137. -411. 0. 0. 0. 0. 0. 0. 66. 1.000
|L 1 66.1 -287.2 -206.3 | | M -4. -181. -137. -206. 66. 35. -150. 0. 0. 0. 66. 1.000
|L 1 66.1 136.9 371.4 | | B 4. 371. 137. 371. 0. 0. 0. 0. 0. 0. 66. 1.000
|L 1 63.5 -131.4 352.1 | | T -9. 352. -131. 352. 0. 0. 0. 0. 0. 0. 63. 1.000
|L 1 63.5 -275.8 -267.3 | | M -9. -267. -131. -267. 66. 35. -144. 0. 0. 0. 63. 1.000
|L 1 63.5 131.4 -548.2 | | B 9. -548. 131. -548. 0. 0. 0. 0. 0. 0. 63. 1.000
|L 1 64.4 280.1 -201.1 | | M 133. -68. 133. -201. 66. 48. 147. 0. 0. 0. 64. 1.000
|L 1 66.0 -136.7 -665.6 | | T -3. -666. -137. -666. 0. 0. 0. 0. 0. 0. 66. 1.000
|L 1 66.0 -286.9 271.6 | | M -3. 272. -137. 272. 66. 35. -150. 0. 0. 0. 66. 1.000
|L 1 66.0 136.7 679.0 | | B 2. 679. 137. 679. 0. 0. 0. 0. 0. 0. 66. 1.000
|L 1 61.7 -127.6 606.5 | | T -11. 606. -128. 606. 0. 0. 0. 0. 0. 0. 62. 1.000
127
|L 1 61.7 -267.8 -346.7 | | M -11. -347. -128. -347. 66. 35. -140. 0. 0. 0. 62. 1.000
|L 1 61.7 127.6 -853.9 | | B 11. -854. 128. -854. 0. 0. 0. 0. 0. 0. 62. 1.000
|L 1 63.3 401.0 -197.4 | | B 401. -53. 401. -197. 0. 0. 0. 0. 0. 0. 63. 1.000
|L 1 64.5 256.2 201.1 | | T 256. 8. 256. 201. 0. 0. 0. 0. 0. 0. 64. 1.000
|L 1 64.5 -389.1 -201.1 | | M -184. -122. -184. -201. 66. 57. -161. 0. 0. 0. 64. 1.000
|L 1 63.0 -273.5 -267.7 | | M -9. -268. -130. -268. 66. 35. -143. 0. 0. 0. 63. 1.000
|L 1 64.6 -280.8 -201.7 | | M -132. -107. -134. -202. 66. 46. -147. 0. 0. 0. 65. 1.000
|L 1 65.5 -135.6 -671.2 | | T -3. -671. -136. -671. 0. 0. 0. 0. 0. 0. 66. 1.000
|L 1 65.5 -284.6 272.4 | | M -3. 272. -136. 272. 66. 35. -149. 0. 0. 0. 66. 1.000
|L 1 65.5 135.6 681.1 | | B 2. 681. 136. 681. 0. 0. 0. 0. 0. 0. 66. 1.000
|L 1 61.1 -265.6 -347.0 | | M -11. -347. -127. -347. 66. 35. -139. 0. 0. 0. 61. 1.000
|L 1 62.7 401.1 -195.7 | | B 401. -51. 401. -196. 0. 0. 0. 0. 0. 0. 63. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Fundacao |
.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.
PILAR:P15 num. 15 Valores Intermediarios de Calculo
.----.-----------.------------.------------. .------.------.------.------.------.----.----.------.------.------.------.------.----.
LANC Vd (tf) Mdx (tf,cm) Mdy (tf,cm)| | OBS | MCx | MCy | M1x | M1y |LAMB|LBLM| M2x | M2y | MOx | MOy | VC |Cmaj|
.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.
| Cobertura .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 3 12.2 25.3 696.1 | | T 7. 696. 25. 696. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 3 12.0 -138.7 -635.9 | | B -139. -636. -139. -636. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 3 12.1 -25.1 -604.2 | | B -21. -604. -25. -604. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 3 12.1 -84.0 569.4 | | T -84. 569. -84. 569. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 3 12.1 53.2 -559.6 | | B 53. -560. 53. -560. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 3 12.0 150.5 614.6 | | T 151. 615. 151. 615. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 3 11.8 24.5 475.0 | | T 0. 475. 25. 475. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 3 11.8 -43.5 -224.6 | | M -14. -225. -25. -225. 57. 35. -19. 0. 0. 0. 12. 1.000
|L 3 11.8 -24.5 -561.4 | | B -14. -561. -25. -561. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 3 12.1 -142.9 556.5 | | T -143. 556. -143. 556. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 3 12.2 -25.3 -599.5 | | B -22. -599. -25. -599. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 3 12.1 101.8 -525.1 | | B 102. -525. 102. -525. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 3 12.0 60.2 -254.4 | | M 60. -254. 60. -254. 57. 71. 0. 0. 0. 0. 12. 1.000
|L 3 12.2 -25.2 -603.8 | | B -20. -604. -25. -604. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 3 12.1 -85.8 568.1 | | T -86. 568. -86. 568. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 3 12.1 54.7 -559.3 | | B 55. -559. 55. -559. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 3 11.9 -24.5 473.8 | | T -2. 474. -25. 474. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 3 12.2 25.3 694.8 | | T 5. 695. 25. 695. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 3 12.2 -25.3 -599.2 | | B -21. -599. -25. -599. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 3 12.1 -144.6 555.2 | | T -145. 555. -145. 555. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 3 12.1 103.3 -524.9 | | B 103. -525. 103. -525. 0. 0. 0. 0. 0. 0. 12. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 2o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 2 29.7 61.4 557.5 | | T 38. 557. 61. 557. 0. 0. 0. 0. 0. 0. 30. 1.000
|L 2 29.7 -109.0 310.3 | | M -39. 310. -61. 310. 57. 35. -48. 0. 0. 0. 30. 1.000
|L 2 29.6 -61.3 -209.9 | | B -34. -210. -61. -210. 0. 0. 0. 0. 0. 0. 30. 1.000
|L 2 29.5 161.4 399.4 | | T 161. 399. 161. 399. 0. 0. 0. 0. 0. 0. 29. 1.000
|L 2 29.3 -180.7 413.1 | | T -181. 413. -181. 413. 0. 0. 0. 0. 0. 0. 29. 1.000
|L 2 29.3 -60.6 -238.1 | | B -30. -238. -61. -238. 0. 0. 0. 0. 0. 0. 29. 1.000
|L 2 29.9 62.0 508.3 | | T 36. 508. 62. 508. 0. 0. 0. 0. 0. 0. 30. 1.000
|L 2 29.9 -110.0 270.7 | | M -37. 271. -62. 271. 57. 35. -48. 0. 0. 0. 30. 1.000
|L 2 29.9 -62.0 -181.6 | | B -38. -182. -62. -182. 0. 0. 0. 0. 0. 0. 30. 1.000
|L 2 29.7 -94.6 421.7 | | T -95. 422. -95. 422. 0. 0. 0. 0. 0. 0. 30. 1.000
|L 2 29.7 61.5 -233.2 | | B 61. -233. 61. -233. 0. 0. 0. 0. 0. 0. 30. 1.000
|L 2 29.5 -130.1 -186.3 | | B -130. -186. -130. -186. 0. 0. 0. 0. 0. 0. 29. 1.000
|L 2 28.5 59.1 231.7 | | T 27. 232. 59. 232. 0. 0. 0. 0. 0. 0. 29. 1.000
|L 2 28.5 104.9 -99.8 | | M 27. -100. 59. -100. 57. 35. 46. 0. 0. 0. 29. 1.000
|L 2 28.5 -59.1 -249.6 | | B -26. -250. -59. -250. 0. 0. 0. 0. 0. 0. 29. 1.000
|L 2 29.3 125.9 -241.4 | | B 126. -241. 126. -241. 0. 0. 0. 0. 0. 0. 29. 1.000
|L 2 28.9 245.6 375.9 | | T 246. 376. 246. 376. 0. 0. 0. 0. 0. 0. 29. 1.000
|L 2 28.9 -192.6 -163.1 | | B -193. -163. -193. -163. 0. 0. 0. 0. 0. 0. 29. 1.000
|L 2 29.6 -61.3 -205.5 | | B -33. -206. -61. -206. 0. 0. 0. 0. 0. 0. 30. 1.000
|L 2 29.3 -60.6 -233.8 | | B -29. -234. -61. -234. 0. 0. 0. 0. 0. 0. 29. 1.000
|L 2 29.9 62.0 507.1 | | T 35. 507. 62. 507. 0. 0. 0. 0. 0. 0. 30. 1.000
|L 2 29.9 -62.0 -177.2 | | B -37. -177. -62. -177. 0. 0. 0. 0. 0. 0. 30. 1.000
|L 2 29.7 -95.8 420.4 | | T -96. 420. -96. 420. 0. 0. 0. 0. 0. 0. 30. 1.000
|L 2 29.7 62.0 -228.9 | | B 62. -229. 62. -229. 0. 0. 0. 0. 0. 0. 30. 1.000
|L 2 28.6 59.1 230.3 | | T 25. 230. 59. 230. 0. 0. 0. 0. 0. 0. 29. 1.000
|L 2 28.6 -104.9 -98.1 | | M -25. -98. -59. -98. 57. 35. -46. 0. 0. 0. 29. 1.000
|L 2 28.6 -59.1 -245.3 | | B -25. -245. -59. -245. 0. 0. 0. 0. 0. 0. 29. 1.000
|L 2 29.7 61.4 556.1 | | T 36. 556. 61. 556. 0. 0. 0. 0. 0. 0. 30. 1.000
|L 2 29.3 -181.9 411.9 | | T -182. 412. -182. 412. 0. 0. 0. 0. 0. 0. 29. 1.000
|L 2 29.3 126.7 -237.0 | | B 127. -237. 127. -237. 0. 0. 0. 0. 0. 0. 29. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 1o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 1 42.1 87.1 361.3 | | T 32. 361. 87. 361. 0. 0. 0. 0. 0. 0. 42. 1.000
|L 1 41.5 -286.6 -185.4 | | B -287. -185. -287. -185. 0. 0. 0. 0. 0. 0. 42. 1.000
|L 1 42.1 -182.8 -212.3 | | M -32. -212. -87. -212. 66. 35. -96. 0. 0. 0. 42. 1.000
|L 1 40.9 84.7 -153.6 | | T 25. -154. 85. -154. 0. 0. 0. 0. 0. 0. 41. 1.000
|L 1 40.6 -456.3 -207.6 | | B -456. -208. -456. -208. 0. 0. 0. 0. 0. 0. 41. 1.000
|L 1 40.9 -84.7 127.7 | | B -29. 64. -85. 128. 0. 0. 0. 0. 0. 0. 41. 1.000
|L 1 42.4 87.8 234.4 | | T 31. 234. 88. 234. 0. 0. 0. 0. 0. 0. 42. 1.000
|L 1 42.4 -184.3 -178.5 | | M -32. -179. -88. -179. 66. 35. -96. 0. 0. 0. 42. 1.000
|L 1 42.4 -87.8 -365.5 | | B -32. -366. -88. -366. 0. 0. 0. 0. 0. 0. 42. 1.000
|L 1 42.1 -182.9 -211.7 | | M -33. -212. -87. -212. 66. 35. -96. 0. 0. 0. 42. 1.000
|L 1 41.9 224.7 -130.6 | | B 225. -117. 225. -131. 0. 0. 0. 0. 0. 0. 42. 1.000
|L 1 41.5 213.5 129.5 | | T 214. 102. 214. 130. 0. 0. 0. 0. 0. 0. 42. 1.000
|L 1 41.5 -286.6 -129.5 | | M -121. -122. -121. -130. 66. 64. -104. 0. 0. 0. 42. 1.000
|L 1 39.6 82.0 -282.4 | | T 22. -282. 82. -282. 0. 0. 0. 0. 0. 0. 40. 1.000
|L 1 39.6 -172.0 -136.0 | | M -27. -136. -82. -136. 66. 35. -90. 0. 0. 0. 40. 1.000
|L 1 39.6 -82.0 207.2 | | B -27. 207. -82. 207. 0. 0. 0. 0. 0. 0. 40. 1.000
|L 1 42.1 87.2 364.3 | | T 32. 364. 87. 364. 0. 0. 0. 0. 0. 0. 42. 1.000
|L 1 42.1 -87.2 -508.1 | | B -33. -508. -87. -508. 0. 0. 0. 0. 0. 0. 42. 1.000
|L 1 41.1 395.1 -128.3 | | B 395. -94. 395. -128. 0. 0. 0. 0. 0. 0. 41. 1.000
|L 1 40.6 336.1 142.9 | | T 336. 143. 336. 143. 0. 0. 0. 0. 0. 0. 41. 1.000
|L 1 40.6 -182.5 -126.6 | | M -183. -118. -183. -127. 66. 70. 0. 0. 0. 0. 41. 1.000
|L 1 40.9 84.7 -156.7 | | T 24. -157. 85. -157. 0. 0. 0. 0. 0. 0. 41. 1.000
|L 1 42.4 -184.2 -179.2 | | M -32. -179. -88. -179. 66. 35. -96. 0. 0. 0. 42. 1.000
|L 1 41.8 224.8 -130.5 | | B 225. -116. 225. -130. 0. 0. 0. 0. 0. 0. 42. 1.000
|L 1 39.6 81.9 -285.3 | | T 22. -285. 82. -285. 0. 0. 0. 0. 0. 0. 40. 1.000
|L 1 39.6 -171.9 -137.4 | | M -27. -137. -82. -137. 66. 35. -90. 0. 0. 0. 40. 1.000
|L 1 39.6 -81.9 208.0 | | B -27. 208. -82. 208. 0. 0. 0. 0. 0. 0. 40. 1.000
|L 1 41.1 -281.8 -128.2 | | T -282. -64. -282. -128. 0. 0. 0. 0. 0. 0. 41. 1.000
|L 1 41.1 395.2 -128.2 | | B 395. -93. 395. -128. 0. 0. 0. 0. 0. 0. 41. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Fundacao |
128
.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.
PILAR:P16 num. 16 Valores Intermediarios de Calculo
.----.-----------.------------.------------. .------.------.------.------.------.----.----.------.------.------.------.------.----.
LANC Vd (tf) Mdx (tf,cm) Mdy (tf,cm)| | OBS | MCx | MCy | M1x | M1y |LAMB|LBLM| M2x | M2y | MOx | MOy | VC |Cmaj|
.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.
| Cobertura .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 3 6.0 -33.0 128.2 | | T -33. 128. -33. 128. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 3 6.0 49.4 -153.0 | | B 49. -153. 49. -153. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 3 6.2 -34.0 35.3 | | T -34. 35. -34. 35. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 3 6.2 50.5 -109.1 | | B 51. -109. 51. -109. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 3 5.8 -32.2 221.2 | | T -32. 221. -32. 221. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 3 5.8 20.9 87.8 | | M 21. 88. 21. 88. 57. 63. 0. 0. 0. 0. 6. 1.000
|L 3 5.8 48.3 -196.8 | | B 48. -197. 48. -197. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 3 6.3 -85.1 110.6 | | T -85. 111. -85. 111. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 3 6.3 -34.0 -46.3 | | M -34. -46. -34. -46. 57. 71. 0. 0. 0. 0. 6. 1.000
|L 3 6.3 84.7 -115.6 | | B 85. -116. 85. -116. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 3 5.7 19.6 144.2 | | T 20. 144. 20. 144. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 3 5.7 46.3 -223.7 | | B 46. -224. 46. -224. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 3 5.7 13.7 -189.3 | | B 14. -189. 14. -189. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 3 6.3 -34.0 -29.4 | | T -34. -29. -34. -29. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 3 5.7 -31.5 282.2 | | T -32. 282. -32. 282. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 3 5.7 19.9 112.9 | | M 20. 113. 20. 113. 57. 64. 0. 0. 0. 0. 6. 1.000
|L 3 6.5 -119.7 97.9 | | T -120. 98. -120. 98. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 3 6.5 107.0 -88.3 | | B 107. -88. 107. -88. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 3 5.5 54.3 155.1 | | T 54. 155. 54. 155. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 3 5.5 54.3 -84.7 | | M 33. -85. 33. -85. 57. 48. 12. 0. 0. 0. 6. 1.000
|L 3 5.5 -11.5 -211.7 | | B -11. -212. -11. -212. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 3 5.8 20.9 88.5 | | M 21. 88. 21. 88. 57. 63. 0. 0. 0. 0. 6. 1.000
|L 3 5.7 19.2 146.0 | | T 19. 146. 19. 146. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 3 6.3 -34.4 -27.6 | | T -34. -28. -34. -28. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 3 5.5 53.9 156.9 | | T 54. 157. 54. 157. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 3 5.5 53.9 -85.1 | | M 33. -85. 33. -85. 57. 48. 12. 0. 0. 0. 5. 1.000
|L 3 5.5 -11.4 -212.8 | | B -11. -213. -11. -213. 0. 0. 0. 0. 0. 0. 5. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 2o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 2 18.5 -62.6 175.8 | | T -63. 176. -63. 176. 0. 0. 0. 0. 0. 0. 18. 1.000
|L 2 18.6 -68.2 69.9 | | M -30. 70. -38. 70. 57. 54. -30. 0. 0. 0. 19. 1.000
|L 2 18.5 57.3 -159.6 | | B 57. -160. 57. -160. 0. 0. 0. 0. 0. 0. 18. 1.000
|L 2 19.3 -143.2 213.9 | | T -143. 214. -143. 214. 0. 0. 0. 0. 0. 0. 19. 1.000
|L 2 19.4 -71.3 -64.4 | | M -31. -64. -40. -64. 57. 53. -31. 0. 0. 0. 19. 1.000
|L 2 19.1 58.7 -79.9 | | B 59. -80. 59. -80. 0. 0. 0. 0. 0. 0. 19. 1.000
|L 2 17.8 -61.2 319.2 | | T -61. 319. -61. 319. 0. 0. 0. 0. 0. 0. 18. 1.000
|L 2 17.9 -65.7 127.2 | | M -29. 127. -37. 127. 57. 55. -29. 0. 0. 0. 18. 1.000
|L 2 17.8 56.0 -239.4 | | B 56. -239. 56. -239. 0. 0. 0. 0. 0. 0. 18. 1.000
|L 2 19.4 -142.9 212.8 | | T -143. 213. -143. 213. 0. 0. 0. 0. 0. 0. 19. 1.000
|L 2 19.3 -60.1 -89.4 | | M -60. -89. -60. -89. 57. 64. 0. 0. 0. 0. 19. 1.000
|L 2 19.3 104.6 -223.6 | | B 105. -224. 105. -224. 0. 0. 0. 0. 0. 0. 19. 1.000
|L 2 17.7 36.6 136.6 | | T 19. 137. 37. 137. 0. 0. 0. 0. 0. 0. 18. 1.000
|L 2 17.7 64.9 65.3 | | M 19. 65. 37. 65. 57. 35. 28. 0. 0. 0. 18. 1.000
|L 2 17.7 36.6 -94.8 | | B 10. -95. 37. -95. 0. 0. 0. 0. 0. 0. 18. 1.000
|L 2 19.4 -62.4 -68.6 | | T -62. -69. -62. -69. 0. 0. 0. 0. 0. 0. 19. 1.000
|L 2 17.1 -58.1 410.2 | | T -58. 410. -58. 410. 0. 0. 0. 0. 0. 0. 17. 1.000
|L 2 17.2 -63.1 163.6 | | M -28. 164. -36. 164. 57. 54. -28. 0. 0. 0. 17. 1.000
|L 2 17.1 52.9 -288.4 | | B 53. -288. 53. -288. 0. 0. 0. 0. 0. 0. 17. 1.000
|L 2 19.7 -194.9 234.8 | | T -195. 235. -195. 235. 0. 0. 0. 0. 0. 0. 20. 1.000
|L 2 19.7 -79.6 -104.8 | | M -80. -105. -80. -105. 57. 68. 0. 0. 0. 0. 20. 1.000
|L 2 19.7 134.0 -262.1 | | B 134. -262. 134. -262. 0. 0. 0. 0. 0. 0. 20. 1.000
|L 2 16.8 74.9 106.7 | | T 75. 107. 75. 107. 0. 0. 0. 0. 0. 0. 17. 1.000
|L 2 16.8 79.7 65.0 | | M 49. 65. 49. 65. 57. 41. 30. 0. 0. 0. 17. 1.000
|L 2 16.8 -34.8 -50.5 | | B -24. -48. -35. -50. 0. 0. 0. 0. 0. 0. 17. 1.000
|L 2 18.5 -67.8 70.3 | | M -30. 70. -38. 70. 57. 55. -30. 0. 0. 0. 18. 1.000
|L 2 19.1 -63.8 57.4 | | T -64. 32. -64. 57. 0. 0. 0. 0. 0. 0. 19. 1.000
|L 2 19.1 -70.3 -57.9 | | M -31. -58. -40. -58. 57. 54. -31. 0. 0. 0. 19. 1.000
|L 2 17.8 -65.4 127.7 | | M -29. 128. -37. 128. 57. 55. -29. 0. 0. 0. 18. 1.000
|L 2 17.6 36.4 137.6 | | T 19. 138. 36. 138. 0. 0. 0. 0. 0. 0. 18. 1.000
|L 2 17.6 64.6 65.5 | | M 19. 65. 36. 65. 57. 35. 28. 0. 0. 0. 18. 1.000
|L 2 17.6 36.4 -95.5 | | B 10. -95. 36. -95. 0. 0. 0. 0. 0. 0. 18. 1.000
|L 2 19.3 -62.6 -67.6 | | T -63. -68. -63. -68. 0. 0. 0. 0. 0. 0. 19. 1.000
|L 2 17.1 -62.7 164.1 | | M -28. 164. -35. 164. 57. 54. -27. 0. 0. 0. 17. 1.000
|L 2 16.7 74.6 107.7 | | T 75. 108. 75. 108. 0. 0. 0. 0. 0. 0. 17. 1.000
|L 2 16.7 79.3 65.2 | | M 49. 65. 49. 65. 57. 41. 30. 0. 0. 0. 17. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 1o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 1 30.8 -63.7 116.6 | | T -50. 117. -64. 117. 0. 0. 0. 0. 0. 0. 31. 1.000
|L 1 30.8 -133.7 -92.4 | | M -50. -87. -64. -92. 66. 35. -70. 0. 0. 0. 31. 1.000
|L 1 30.8 63.7 -161.0 | | B 50. -161. 64. -161. 0. 0. 0. 0. 0. 0. 31. 1.000
|L 1 32.4 -67.0 -203.8 | | T -55. -204. -67. -204. 0. 0. 0. 0. 0. 0. 32. 1.000
|L 1 32.4 140.7 -143.4 | | M 58. -143. 67. -143. 66. 35. 74. 0. 0. 0. 32. 1.000
|L 1 29.5 -61.1 308.0 | | T -47. 308. -61. 308. 0. 0. 0. 0. 0. 0. 30. 1.000
|L 1 29.5 -128.2 123.2 | | M -47. 123. -61. 123. 66. 35. -67. 0. 0. 0. 30. 1.000
|L 1 29.5 61.1 -284.1 | | B 44. -284. 61. -284. 0. 0. 0. 0. 0. 0. 30. 1.000
|L 1 32.9 -169.7 98.7 | | T -170. 51. -170. 99. 0. 0. 0. 0. 0. 0. 33. 1.000
|L 1 32.9 220.8 -123.5 | | B 221. -123. 221. -123. 0. 0. 0. 0. 0. 0. 33. 1.000
|L 1 28.5 69.3 182.8 | | T 69. 183. 69. 183. 0. 0. 0. 0. 0. 0. 29. 1.000
|L 1 28.7 -137.8 -86.0 | | M -70. -81. -70. -86. 66. 47. -68. 0. 0. 0. 29. 1.000
|L 1 28.7 -122.5 -198.8 | | B -123. -199. -123. -199. 0. 0. 0. 0. 0. 0. 29. 1.000
|L 1 32.4 67.0 97.2 | | B 58. 44. 67. 97. 0. 0. 0. 0. 0. 0. 32. 1.000
|L 1 28.1 -58.2 433.9 | | T -44. 434. -58. 434. 0. 0. 0. 0. 0. 0. 28. 1.000
|L 1 28.1 -122.1 173.5 | | M -44. 174. -58. 174. 66. 35. -64. 0. 0. 0. 28. 1.000
|L 1 28.1 58.2 -365.7 | | B 41. -366. 58. -366. 0. 0. 0. 0. 0. 0. 28. 1.000
|L 1 33.8 -248.1 101.3 | | T -248. 6. -248. 101. 0. 0. 0. 0. 0. 0. 34. 1.000
|L 1 33.8 334.7 -101.3 | | B 335. -98. 335. -101. 0. 0. 0. 0. 0. 0. 34. 1.000
|L 1 26.6 149.8 224.7 | | T 150. 225. 150. 225. 0. 0. 0. 0. 0. 0. 27. 1.000
|L 1 26.6 -236.9 89.9 | | M -104. 90. -104. 90. 66. 63. -72. 0. 0. 0. 27. 1.000
|L 1 26.6 -236.9 -223.4 | | B -237. -223. -237. -223. 0. 0. 0. 0. 0. 0. 27. 1.000
|L 1 30.7 -63.4 117.3 | | T -51. 117. -63. 117. 0. 0. 0. 0. 0. 0. 31. 1.000
|L 1 31.9 -66.1 -95.8 | | T -54. -74. -66. -96. 0. 0. 0. 0. 0. 0. 32. 1.000
|L 1 31.9 138.7 -95.8 | | M 55. -74. 66. -96. 66. 35. 73. 0. 0. 0. 32. 1.000
|L 1 29.4 -60.8 308.6 | | T -47. 309. -61. 309. 0. 0. 0. 0. 0. 0. 29. 1.000
|L 1 29.4 -127.6 123.4 | | M -47. 123. -61. 123. 66. 35. -67. 0. 0. 0. 29. 1.000
|L 1 28.0 -57.9 434.4 | | T -44. 434. -58. 434. 0. 0. 0. 0. 0. 0. 28. 1.000
|L 1 28.0 -121.5 173.8 | | M -44. 174. -58. 174. 66. 35. -64. 0. 0. 0. 28. 1.000
|L 1 33.6 -248.2 100.9 | | T -248. 7. -248. 101. 0. 0. 0. 0. 0. 0. 34. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Fundacao |
.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.
PILAR:P17 num. 17 Valores Intermediarios de Calculo
.----.-----------.------------.------------. .------.------.------.------.------.----.----.------.------.------.------.------.----.
LANC Vd (tf) Mdx (tf,cm) Mdy (tf,cm)| | OBS | MCx | MCy | M1x | M1y |LAMB|LBLM| M2x | M2y | MOx | MOy | VC |Cmaj|
129
.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.
| Cobertura .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 3 4.2 67.3 148.7 | | T 67. 149. 67. 149. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.2 -36.2 59.5 | | M -36. 59. -36. 59. 57. 77. 0. 0. 0. 0. 4. 1.000
|L 3 4.2 -90.6 -88.9 | | B -91. -89. -91. -89. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.3 67.2 -50.4 | | T 67. -50. 67. -50. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.3 -90.3 12.8 | | B -90. 13. -90. 13. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.0 16.1 64.5 | | T 16. 65. 16. 65. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.0 -61.2 -27.0 | | M -34. -27. -34. -27. 57. 56. -10. 0. 0. 0. 4. 1.000
|L 3 4.0 -61.2 -67.5 | | B -61. -67. -61. -67. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.5 118.7 33.7 | | T 119. 34. 119. 34. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.5 -48.0 22.1 | | M -48. 22. -48. 22. 57. 80. 0. 0. 0. 0. 4. 1.000
|L 3 4.5 -120.0 -13.4 | | B -120. -9. -120. -13. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.3 66.6 -117.5 | | T 67. -117. 67. -117. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.3 -91.0 -86.9 | | B -91. -87. -91. -87. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.3 -87.6 47.2 | | B -88. 47. -88. 47. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.1 66.9 214.3 | | T 67. 214. 67. 214. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.1 -35.2 85.7 | | M -35. 86. -35. 86. 57. 76. 0. 0. 0. 0. 4. 1.000
|L 3 4.1 -88.1 -122.4 | | B -88. -122. -88. -122. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 3.8 -18.5 74.1 | | T -18. 74. -18. 74. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 3.8 -40.0 -34.6 | | M -31. -35. -31. -35. 57. 38. -9. 0. 0. 0. 4. 1.000
|L 3 3.8 -39.1 -86.5 | | B -39. -87. -39. -87. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.6 152.3 22.8 | | T 152. 23. 152. 23. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 3 4.6 -136.9 13.9 | | B -137. 11. -137. 14. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 3 4.3 67.9 146.4 | | T 68. 146. 68. 146. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.3 -36.4 58.6 | | M -36. 59. -36. 59. 57. 76. 0. 0. 0. 0. 4. 1.000
|L 3 4.3 -90.9 -36.1 | | B -91. -36. -91. -36. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.4 67.8 -52.6 | | T 68. -53. 68. -53. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.4 -90.9 14.7 | | B -91. 15. -91. 15. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.1 16.7 62.3 | | T 17. 62. 17. 62. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.1 -61.6 -26.2 | | M -34. -26. -34. -26. 57. 56. -10. 0. 0. 0. 4. 1.000
|L 3 4.1 -61.6 -65.5 | | B -62. -66. -62. -66. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.6 119.3 31.5 | | T 119. 32. 119. 32. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 3 4.6 -48.2 21.7 | | M -48. 22. -48. 22. 57. 80. 0. 0. 0. 0. 5. 1.000
|L 3 4.6 -120.4 -13.7 | | B -120. -7. -120. -14. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 3 4.4 67.2 -119.8 | | T 67. -120. 67. -120. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.4 -35.2 -57.5 | | M -35. -58. -35. -58. 57. 76. 0. 0. 0. 0. 4. 1.000
|L 3 4.4 -88.1 49.1 | | B -88. 49. -88. 49. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.3 67.5 212.1 | | T 67. 212. 67. 212. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.3 -35.4 84.8 | | M -35. 85. -35. 85. 57. 76. 0. 0. 0. 0. 4. 1.000
|L 3 4.3 -88.5 -120.3 | | B -88. -120. -88. -120. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 3.9 -17.9 71.8 | | T -18. 72. -18. 72. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 3.9 -40.2 -33.8 | | M -31. -34. -31. -34. 57. 39. -9. 0. 0. 0. 4. 1.000
|L 3 3.9 -39.5 -84.6 | | B -39. -85. -39. -85. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.7 152.9 20.4 | | T 153. 20. 153. 20. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 3 4.7 -137.3 14.2 | | B -137. 13. -137. 14. 0. 0. 0. 0. 0. 0. 5. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 2o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 2 12.2 122.9 215.5 | | T 123. 215. 123. 215. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 2 12.2 -134.1 -198.4 | | B -134. -198. -134. -198. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 2 12.4 122.8 -115.6 | | T 123. -116. 123. -116. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 2 12.4 -134.0 51.4 | | B -134. 51. -134. 51. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 2 12.3 -128.9 136.5 | | B -129. 137. -129. 137. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 2 11.6 37.1 34.7 | | T 37. 16. 37. 35. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 2 11.6 -62.3 -34.7 | | M -32. -29. -32. -35. 57. 52. -21. 0. 0. 0. 12. 1.000
|L 2 13.0 209.0 84.1 | | T 209. 84. 209. 84. 0. 0. 0. 0. 0. 0. 13. 1.000
|L 2 13.0 83.6 -52.8 | | M 84. -53. 84. -53. 57. 73. 0. 0. 0. 0. 13. 1.000
|L 2 13.0 -206.1 -118.2 | | B -206. -118. -206. -118. 0. 0. 0. 0. 0. 0. 13. 1.000
|L 2 12.3 117.9 -227.6 | | T 118. -228. 118. -228. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 2 11.9 118.2 324.1 | | T 118. 324. 118. 324. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 2 11.9 -51.7 129.6 | | M -52. 130. -52. 130. 57. 70. 0. 0. 0. 0. 12. 1.000
|L 2 11.9 -129.2 -279.7 | | B -129. -280. -129. -280. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 2 10.9 -41.9 -32.7 | | M -24. -9. -24. -33. 57. 35. -18. 0. 0. 0. 11. 1.000
|L 2 10.9 -22.5 32.7 | | B -10. 3. -23. 33. 0. 0. 0. 0. 0. 0. 11. 1.000
|L 2 13.2 261.2 105.3 | | T 261. 105. 261. 105. 0. 0. 0. 0. 0. 0. 13. 1.000
|L 2 13.2 104.5 -61.4 | | M 104. -61. 104. -61. 57. 75. 0. 0. 0. 0. 13. 1.000
|L 2 13.2 -248.9 -146.0 | | B -249. -146. -249. -146. 0. 0. 0. 0. 0. 0. 13. 1.000
|L 2 12.4 123.3 214.2 | | T 123. 214. 123. 214. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 2 12.4 -134.4 -196.8 | | B -134. -197. -134. -197. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 2 12.6 123.2 -116.8 | | T 123. -117. 123. -117. 0. 0. 0. 0. 0. 0. 13. 1.000
|L 2 12.6 -134.3 52.9 | | B -134. 53. -134. 53. 0. 0. 0. 0. 0. 0. 13. 1.000
|L 2 12.5 -129.2 137.9 | | B -129. 138. -129. 138. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 2 12.5 118.2 -228.8 | | T 118. -229. 118. -229. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 2 12.1 118.4 323.0 | | T 118. 323. 118. 323. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 2 12.1 -51.8 129.2 | | M -52. 129. -52. 129. 57. 70. 0. 0. 0. 0. 12. 1.000
|L 2 12.1 -129.5 -278.2 | | B -130. -278. -130. -278. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 2 11.1 -42.1 -33.3 | | M -24. -10. -24. -33. 57. 35. -18. 0. 0. 0. 11. 1.000
|L 2 11.1 -23.0 33.3 | | B -10. 4. -23. 33. 0. 0. 0. 0. 0. 0. 11. 1.000
|L 2 13.5 261.7 104.2 | | T 262. 104. 262. 104. 0. 0. 0. 0. 0. 0. 13. 1.000
|L 2 13.5 104.7 -61.3 | | M 105. -61. 105. -61. 57. 75. 0. 0. 0. 0. 13. 1.000
|L 2 13.5 -249.2 -144.6 | | B -249. -145. -249. -145. 0. 0. 0. 0. 0. 0. 13. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 1o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 1 20.6 97.3 -76.1 | | M 54. -76. 54. -76. 62. 35. 43. 0. 0. 0. 21. 1.000
|L 1 20.9 43.3 62.8 | | B 0. 0. 43. 63. 0. 0. 0. 0. 0. 0. 21. 1.000
|L 1 20.6 61.3 -168.1 | | T 61. -168. 61. -168. 0. 0. 0. 0. 0. 0. 21. 1.000
|L 1 20.3 61.5 162.3 | | T 61. 162. 61. 162. 0. 0. 0. 0. 0. 0. 20. 1.000
|L 1 20.3 96.5 121.7 | | M 54. 122. 54. 122. 62. 35. 43. 0. 0. 0. 20. 1.000
|L 1 19.3 40.0 58.5 | | T 4. 59. 40. 59. 0. 0. 0. 0. 0. 0. 19. 1.000
|L 1 19.3 77.8 58.3 | | M 4. 58. 40. 58. 62. 35. 38. 0. 0. 0. 19. 1.000
|L 1 21.6 118.9 -65.0 | | T 119. -65. 119. -65. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 1 21.6 141.1 -64.8 | | M 89. -26. 89. -65. 62. 37. 52. 0. 0. 0. 22. 1.000
|L 1 21.6 44.7 64.8 | | B 0. 0. 45. 65. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 1 20.3 59.1 -278.6 | | T 59. -279. 59. -279. 0. 0. 0. 0. 0. 0. 20. 1.000
|L 1 20.3 94.9 -142.8 | | M 52. -143. 52. -143. 62. 35. 43. 0. 0. 0. 20. 1.000
|L 1 19.7 59.4 272.2 | | T 59. 272. 59. 272. 0. 0. 0. 0. 0. 0. 20. 1.000
|L 1 19.7 93.5 186.9 | | M 52. 187. 52. 187. 62. 35. 42. 0. 0. 0. 20. 1.000
|L 1 18.1 -37.5 99.4 | | T -36. 99. -37. 99. 0. 0. 0. 0. 0. 0. 18. 1.000
|L 1 18.1 -72.9 81.4 | | M -36. 81. -37. 81. 62. 35. -35. 0. 0. 0. 18. 1.000
|L 1 18.1 37.5 54.3 | | B 0. 0. 37. 54. 0. 0. 0. 0. 0. 0. 18. 1.000
|L 1 21.9 155.0 -106.4 | | T 155. -106. 155. -106. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 1 21.9 166.7 -65.7 | | M 111. -43. 111. -66. 62. 40. 56. 0. 0. 0. 22. 1.000
|L 1 21.9 45.3 65.7 | | B 0. 0. 45. 66. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 1 20.9 98.2 -75.9 | | M 54. -76. 54. -76. 62. 35. 44. 0. 0. 0. 21. 1.000
|L 1 20.9 61.5 -168.4 | | T 61. -168. 61. -168. 0. 0. 0. 0. 0. 0. 21. 1.000
|L 1 20.6 61.6 162.0 | | T 62. 162. 62. 162. 0. 0. 0. 0. 0. 0. 21. 1.000
|L 1 20.6 97.3 121.8 | | M 54. 122. 54. 122. 62. 35. 43. 0. 0. 0. 21. 1.000
|L 1 20.6 59.2 -278.9 | | T 59. -279. 59. -279. 0. 0. 0. 0. 0. 0. 21. 1.000
|L 1 20.6 95.7 -142.6 | | M 53. -143. 53. -143. 62. 35. 43. 0. 0. 0. 21. 1.000
|L 1 20.0 59.5 271.9 | | T 60. 272. 60. 272. 0. 0. 0. 0. 0. 0. 20. 1.000
|L 1 20.0 94.3 187.1 | | M 52. 187. 52. 187. 62. 35. 42. 0. 0. 0. 20. 1.000
|L 1 18.4 -38.1 99.1 | | T -36. 99. -38. 99. 0. 0. 0. 0. 0. 0. 18. 1.000
|L 1 18.4 -74.1 81.6 | | M -36. 82. -38. 82. 62. 35. -36. 0. 0. 0. 18. 1.000
|L 1 18.4 38.1 55.2 | | B 0. 0. 38. 55. 0. 0. 0. 0. 0. 0. 18. 1.000
|L 1 22.2 155.0 -106.7 | | T 155. -107. 155. -107. 0. 0. 0. 0. 0. 0. 22. 1.000
130
|L 1 22.2 167.5 -66.6 | | M 111. -43. 111. -67. 62. 39. 56. 0. 0. 0. 22. 1.000
|L 1 22.2 45.9 66.6 | | B 0. 0. 46. 67. 0. 0. 0. 0. 0. 0. 22. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Fundacao |
.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.
PILAR:P18 num. 18 Valores Intermediarios de Calculo
.----.-----------.------------.------------. .------.------.------.------.------.----.----.------.------.------.------.------.----.
LANC Vd (tf) Mdx (tf,cm) Mdy (tf,cm)| | OBS | MCx | MCy | M1x | M1y |LAMB|LBLM| M2x | M2y | MOx | MOy | VC |Cmaj|
.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.
| Caixa .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 4 6.5 98.7 122.8 | | T 99. 123. 99. 123. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 4 6.5 98.6 -59.2 | | T 99. -59. 99. -59. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 4 6.5 98.7 -23.4 | | T 99. -23. 99. -23. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 4 6.5 98.8 87.5 | | T 99. 88. 99. 88. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 4 6.5 13.5 -124.6 | | B 3. -125. 14. -125. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 4 6.3 61.9 36.7 | | T 62. 37. 62. 37. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 4 6.3 61.9 19.0 | | M 45. 18. 45. 19. 47. 41. 10. 0. 0. 0. 6. 1.000
|L 4 6.3 20.7 -27.2 | | B 21. -27. 21. -27. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 4 6.7 135.9 31.8 | | T 136. 32. 136. 32. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 4 6.7 -16.0 -24.1 | | B -16. -24. -16. -24. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 4 6.2 37.1 37.9 | | T 37. 38. 37. 38. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 4 6.2 44.5 18.5 | | M 36. 16. 36. 19. 47. 35. 9. 0. 0. 0. 6. 1.000
|L 4 6.2 33.2 -28.8 | | B 33. -29. 33. -29. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 4 6.9 160.4 29.8 | | T 160. 30. 160. 30. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 4 6.9 -27.3 -22.1 | | B -27. -22. -27. -22. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 4 6.5 98.8 34.2 | | T 99. 34. 99. 34. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 4 6.5 13.5 -85.5 | | B 2. -86. 14. -86. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 4 6.3 20.2 -29.4 | | B 20. -29. 20. -29. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 4 6.2 44.3 18.5 | | M 35. 18. 35. 19. 47. 35. 9. 0. 0. 0. 6. 1.000
|L 4 6.2 32.8 -31.1 | | B 33. -31. 33. -31. 0. 0. 0. 0. 0. 0. 6. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Cobertura .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 3 15.9 -90.2 79.0 | | T -90. 79. -90. 79. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 3 15.8 64.7 47.5 | | M 38. 9. 38. 48. 57. 42. 27. 0. 0. 0. 16. 1.000
|L 3 15.9 95.5 -47.6 | | B 95. -34. 95. -48. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 3 15.8 -90.3 -47.4 | | T -90. -43. -90. -47. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 3 15.8 95.5 47.4 | | B 95. 14. 95. 47. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 3 15.9 38.2 52.7 | | M 38. 53. 38. 53. 57. 66. 0. 0. 0. 0. 16. 1.000
|L 3 15.8 -190.7 47.5 | | T -191. 35. -191. 47. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 3 15.8 150.1 -47.5 | | B 150. -34. 150. -47. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 3 15.8 -89.5 -84.4 | | T -89. -84. -89. -84. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 3 15.8 37.1 -57.4 | | M 37. -57. 37. -57. 57. 66. 0. 0. 0. 0. 16. 1.000
|L 3 15.9 -89.3 119.1 | | T -89. 119. -89. 119. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 3 15.9 37.1 70.4 | | M 37. 70. 37. 70. 57. 66. 0. 0. 0. 0. 16. 1.000
|L 3 15.9 92.7 -50.4 | | B 93. -50. 93. -50. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 3 15.8 -191.4 47.4 | | T -191. 32. -191. 47. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 3 15.8 150.6 -47.4 | | B 151. -32. 151. -47. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 3 15.9 64.7 47.6 | | M 38. 13. 38. 48. 57. 42. 27. 0. 0. 0. 16. 1.000
|L 3 15.9 94.9 -47.6 | | B 95. -12. 95. -48. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 3 15.8 -89.6 -47.5 | | T -90. -40. -90. -48. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 3 15.8 94.9 47.5 | | B 95. 12. 95. 48. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 3 15.9 -89.5 82.5 | | T -89. 82. -89. 82. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 3 15.9 37.9 53.8 | | M 38. 54. 38. 54. 57. 66. 0. 0. 0. 0. 16. 1.000
|L 3 15.9 94.8 -47.6 | | B 95. -37. 95. -48. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 3 15.8 -150.8 47.5 | | T -151. 30. -151. 48. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 3 15.8 129.6 -47.5 | | B 130. -26. 130. -48. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 3 15.9 -88.6 122.5 | | T -89. 123. -89. 123. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 3 15.9 36.8 71.4 | | M 37. 71. 37. 71. 57. 66. 0. 0. 0. 0. 16. 1.000
|L 3 15.9 92.1 -52.9 | | B 92. -53. 92. -53. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 3 15.9 59.2 47.6 | | M 34. 10. 34. 48. 57. 35. 26. 0. 0. 0. 16. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 2o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 2 27.3 -115.1 81.8 | | T -115. 23. -115. 82. 0. 0. 0. 0. 0. 0. 27. 1.000
|L 2 27.3 127.7 -123.3 | | B 128. -123. 128. -123. 0. 0. 0. 0. 0. 0. 27. 1.000
|L 2 27.2 -115.1 -115.9 | | T -115. -116. -115. -116. 0. 0. 0. 0. 0. 0. 27. 1.000
|L 2 27.0 122.9 -179.3 | | B 123. -179. 123. -179. 0. 0. 0. 0. 0. 0. 27. 1.000
|L 2 27.2 127.7 81.7 | | B 128. 47. 128. 82. 0. 0. 0. 0. 0. 0. 27. 1.000
|L 2 27.3 -115.1 161.4 | | T -115. 161. -115. 161. 0. 0. 0. 0. 0. 0. 27. 1.000
|L 2 27.4 56.6 82.1 | | M 53. 81. 57. 82. 57. 63. 0. 0. 0. 0. 27. 1.000
|L 2 27.7 -204.3 83.2 | | T -204. 16. -204. 83. 0. 0. 0. 0. 0. 0. 28. 1.000
|L 2 27.7 205.1 -83.2 | | B 205. -29. 205. -83. 0. 0. 0. 0. 0. 0. 28. 1.000
|L 2 27.0 -110.5 253.1 | | T -110. 253. -110. 253. 0. 0. 0. 0. 0. 0. 27. 1.000
|L 2 27.0 122.5 -180.7 | | B 123. -181. 123. -181. 0. 0. 0. 0. 0. 0. 27. 1.000
|L 2 26.8 -110.5 -209.2 | | T -110. -209. -110. -209. 0. 0. 0. 0. 0. 0. 27. 1.000
|L 2 26.8 55.6 -115.8 | | M 52. -116. 56. -116. 57. 62. 0. 0. 0. 0. 27. 1.000
|L 2 26.8 122.9 104.9 | | B 123. 105. 123. 105. 0. 0. 0. 0. 0. 0. 27. 1.000
|L 2 27.0 55.9 113.2 | | M 52. 113. 56. 113. 57. 62. 0. 0. 0. 0. 27. 1.000
|L 2 27.7 -259.1 83.0 | | T -259. 11. -259. 83. 0. 0. 0. 0. 0. 0. 28. 1.000
|L 2 27.7 -103.7 -83.0 | | M -104. -23. -104. -83. 57. 69. 0. 0. 0. 0. 28. 1.000
|L 2 27.7 251.9 -83.0 | | B 252. -23. 252. -83. 0. 0. 0. 0. 0. 0. 28. 1.000
|L 2 26.2 54.2 78.6 | | T 39. 35. 54. 79. 0. 0. 0. 0. 0. 0. 26. 1.000
|L 2 26.2 96.2 -78.6 | | M 39. -53. 54. -79. 57. 35. 42. 0. 0. 0. 26. 1.000
|L 2 26.2 -54.2 -78.6 | | B -7. -53. -54. -79. 0. 0. 0. 0. 0. 0. 26. 1.000
|L 2 27.3 127.4 81.8 | | B 127. 46. 127. 82. 0. 0. 0. 0. 0. 0. 27. 1.000
|L 2 27.4 -114.7 163.4 | | T -115. 163. -115. 163. 0. 0. 0. 0. 0. 0. 27. 1.000
|L 2 27.4 127.4 -124.9 | | B 127. -125. 127. -125. 0. 0. 0. 0. 0. 0. 27. 1.000
|L 2 27.8 -203.8 83.3 | | T -204. 18. -204. 83. 0. 0. 0. 0. 0. 0. 28. 1.000
|L 2 27.8 204.7 -83.3 | | B 205. -31. 205. -83. 0. 0. 0. 0. 0. 0. 28. 1.000
|L 2 27.0 -110.0 255.1 | | T -110. 255. -110. 255. 0. 0. 0. 0. 0. 0. 27. 1.000
|L 2 27.7 -258.7 83.2 | | T -259. 13. -259. 83. 0. 0. 0. 0. 0. 0. 28. 1.000
|L 2 27.7 -103.5 -83.2 | | M -103. -24. -103. -83. 57. 69. 0. 0. 0. 0. 28. 1.000
|L 2 27.7 251.4 -83.2 | | B 251. -24. 251. -83. 0. 0. 0. 0. 0. 0. 28. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 1o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 1 39.0 -156.9 -116.9 | | M -64. -15. -81. -117. 62. 35. -76. 0. 0. 0. 39. 1.000
|L 1 39.1 80.9 117.2 | | B 0. 0. 81. 117. 0. 0. 0. 0. 0. 0. 39. 1.000
|L 1 38.8 -80.4 -158.1 | | T -64. -158. -80. -158. 0. 0. 0. 0. 0. 0. 39. 1.000
|L 1 39.1 -80.9 127.0 | | T -63. 127. -81. 127. 0. 0. 0. 0. 0. 0. 39. 1.000
|L 1 39.1 -157.3 123.1 | | M -63. 123. -81. 123. 62. 35. -76. 0. 0. 0. 39. 1.000
|L 1 39.9 -124.3 119.7 | | T -124. 10. -124. 120. 0. 0. 0. 0. 0. 0. 40. 1.000
|L 1 40.0 82.7 119.9 | | B 0. 0. 83. 120. 0. 0. 0. 0. 0. 0. 40. 1.000
|L 1 38.1 -153.5 -114.3 | | M -61. -105. -79. -114. 62. 35. -75. 0. 0. 0. 38. 1.000
|L 1 38.4 79.5 115.2 | | B 0. 0. 79. 115. 0. 0. 0. 0. 0. 0. 38. 1.000
|L 1 38.1 -78.8 -252.7 | | T -61. -253. -79. -253. 0. 0. 0. 0. 0. 0. 38. 1.000
|L 1 38.4 -79.5 221.8 | | T -61. 222. -79. 222. 0. 0. 0. 0. 0. 0. 38. 1.000
|L 1 38.4 -154.6 179.1 | | M -61. 179. -79. 179. 62. 35. -75. 0. 0. 0. 38. 1.000
131
|L 1 39.8 -162.4 119.5 | | T -162. 27. -162. 119. 0. 0. 0. 0. 0. 0. 40. 1.000
|L 1 36.6 147.5 -109.9 | | M 40. -58. 76. -110. 62. 35. 72. 0. 0. 0. 37. 1.000
|L 1 36.6 75.8 109.9 | | B 0. 0. 76. 110. 0. 0. 0. 0. 0. 0. 37. 1.000
|L 1 39.0 -80.7 -116.9 | | T -64. -15. -81. -117. 0. 0. 0. 0. 0. 0. 39. 1.000
|L 1 38.9 -80.5 -157.2 | | T -64. -157. -81. -157. 0. 0. 0. 0. 0. 0. 39. 1.000
|L 1 40.0 -124.2 119.9 | | T -124. 11. -124. 120. 0. 0. 0. 0. 0. 0. 40. 1.000
|L 1 38.1 -78.9 -251.9 | | T -61. -252. -79. -252. 0. 0. 0. 0. 0. 0. 38. 1.000
|L 1 39.9 -162.3 119.6 | | T -162. 28. -162. 120. 0. 0. 0. 0. 0. 0. 40. 1.000
|L 1 36.6 75.8 -109.9 | | T 40. -58. 76. -110. 0. 0. 0. 0. 0. 0. 37. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Fundacao |
.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.
PILAR:P19 num. 19 Valores Intermediarios de Calculo
.----.-----------.------------.------------. .------.------.------.------.------.----.----.------.------.------.------.------.----.
LANC Vd (tf) Mdx (tf,cm) Mdy (tf,cm)| | OBS | MCx | MCy | M1x | M1y |LAMB|LBLM| M2x | M2y | MOx | MOy | VC |Cmaj|
.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.
| Caixa .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 4 6.4 -96.7 121.7 | | T -97. 122. -97. 122. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 4 6.3 -96.5 -58.8 | | T -96. -59. -96. -59. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 4 6.4 -96.7 86.0 | | T -97. 86. -97. 86. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 4 6.4 13.2 -121.7 | | B 0. -122. 13. -122. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 4 6.6 -134.0 29.3 | | T -134. 29. -134. 29. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 4 6.6 18.3 -21.0 | | B 18. -21. 18. -21. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 4 6.1 -59.2 34.3 | | T -59. 34. -59. 34. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 4 6.1 -18.8 -24.1 | | B -19. -24. -19. -24. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 4 6.3 -96.3 -63.1 | | T -96. -63. -96. -63. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 4 6.4 -13.2 -119.3 | | B -1. -119. -13. -119. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 4 6.7 -158.8 27.3 | | T -159. 27. -159. 27. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 4 6.7 30.0 -20.2 | | B 30. -19. 30. -20. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 4 6.0 -34.3 35.6 | | T -34. 36. -34. 36. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 4 6.0 -41.8 17.9 | | M -33. 16. -33. 18. 47. 35. -9. 0. 0. 0. 6. 1.000
|L 4 6.0 -31.6 -25.8 | | B -32. -26. -32. -26. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 4 6.4 -96.7 31.8 | | T -97. 32. -97. 32. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 4 6.4 13.2 -23.7 | | B 0. -24. 13. -24. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 4 6.4 -96.6 -22.4 | | T -97. -22. -97. -22. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 4 6.4 13.2 35.1 | | B 0. 35. 13. 35. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 4 6.1 -18.2 -26.5 | | B -18. -26. -18. -26. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 4 6.0 -41.6 18.0 | | M -33. 17. -33. 18. 47. 35. -9. 0. 0. 0. 6. 1.000
|L 4 6.0 -31.1 -28.1 | | B -31. -28. -31. -28. 0. 0. 0. 0. 0. 0. 6. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Cobertura .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 3 15.9 87.9 78.0 | | T 88. 78. 88. 78. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 3 15.9 -65.7 47.8 | | M -39. 8. -39. 48. 57. 41. -27. 0. 0. 0. 16. 1.000
|L 3 15.9 -94.9 -47.6 | | B -95. -7. -95. -48. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 3 15.8 88.1 -47.5 | | T 88. -45. 88. -48. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 3 15.8 -94.9 47.5 | | B -95. 17. -95. 48. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 3 15.9 -37.9 53.1 | | M -38. 53. -38. 53. 57. 66. 0. 0. 0. 0. 16. 1.000
|L 3 15.9 -94.8 -47.7 | | B -95. -32. -95. -48. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 3 15.8 149.5 47.3 | | T 150. 25. 150. 47. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 3 15.8 -129.8 -47.3 | | B -130. -21. -130. -47. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 3 15.8 87.1 -86.4 | | T 87. -86. 87. -86. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 3 15.8 -36.9 -57.4 | | M -37. -57. -37. -57. 57. 66. 0. 0. 0. 0. 16. 1.000
|L 3 15.9 86.8 118.4 | | T 87. 118. 87. 118. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 3 15.9 -36.8 70.9 | | M -37. 71. -37. 71. 57. 66. 0. 0. 0. 0. 16. 1.000
|L 3 15.9 -92.1 -48.0 | | B -92. -48. -92. -48. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 3 16.0 -59.6 48.0 | | M -34. 15. -34. 48. 57. 35. -26. 0. 0. 0. 16. 1.000
|L 3 15.7 189.4 47.2 | | T 189. 31. 189. 47. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 3 15.7 -150.4 -47.2 | | B -150. -30. -150. -47. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 3 15.9 -94.2 -47.7 | | B -94. -34. -94. -48. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 3 15.9 87.4 -47.6 | | T 87. -41. 87. -48. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 3 15.9 -94.4 47.6 | | B -94. 14. -94. 48. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 3 15.9 87.2 81.6 | | T 87. 82. 87. 82. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 3 15.9 -37.7 54.3 | | M -38. 54. -38. 54. 57. 66. 0. 0. 0. 0. 16. 1.000
|L 3 16.0 -65.5 47.9 | | M -38. 11. -38. 48. 57. 41. -27. 0. 0. 0. 16. 1.000
|L 3 15.8 148.8 47.4 | | T 149. 29. 149. 47. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 3 15.8 -129.2 -47.4 | | B -129. -23. -129. -47. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 3 15.9 86.1 121.9 | | T 86. 122. 86. 122. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 3 15.9 -36.6 72.1 | | M -37. 72. -37. 72. 57. 66. 0. 0. 0. 0. 16. 1.000
|L 3 15.9 -91.6 -50.5 | | B -92. -51. -92. -51. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 3 16.0 -59.1 48.1 | | M -33. 12. -33. 48. 57. 35. -26. 0. 0. 0. 16. 1.000
|L 3 15.8 188.7 47.3 | | T 189. 34. 189. 47. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 3 15.8 -149.8 -47.3 | | B -150. -32. -150. -47. 0. 0. 0. 0. 0. 0. 16. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 2o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 2 27.6 258.3 82.9 | | T 258. 10. 258. 83. 0. 0. 0. 0. 0. 0. 28. 1.000
|L 2 27.6 -252.0 -82.9 | | B -252. -19. -252. -83. 0. 0. 0. 0. 0. 0. 28. 1.000
|L 2 27.4 113.7 -116.9 | | T 114. -117. 114. -117. 0. 0. 0. 0. 0. 0. 27. 1.000
|L 2 27.5 -126.8 -120.4 | | B -127. -120. -127. -120. 0. 0. 0. 0. 0. 0. 28. 1.000
|L 2 27.4 -127.3 82.3 | | B -127. 51. -127. 82. 0. 0. 0. 0. 0. 0. 27. 1.000
|L 2 27.5 113.4 161.4 | | T 113. 161. 113. 161. 0. 0. 0. 0. 0. 0. 28. 1.000
|L 2 27.6 -57.1 82.7 | | M -53. 82. -57. 83. 57. 62. 0. 0. 0. 0. 28. 1.000
|L 2 27.2 108.8 253.5 | | T 109. 254. 109. 254. 0. 0. 0. 0. 0. 0. 27. 1.000
|L 2 27.2 -122.1 -176.8 | | B -122. -177. -122. -177. 0. 0. 0. 0. 0. 0. 27. 1.000
|L 2 27.8 203.3 83.4 | | T 203. 16. 203. 83. 0. 0. 0. 0. 0. 0. 28. 1.000
|L 2 27.8 -205.0 -83.4 | | B -205. -26. -205. -83. 0. 0. 0. 0. 0. 0. 28. 1.000
|L 2 27.0 109.2 -210.3 | | T 109. -210. 109. -210. 0. 0. 0. 0. 0. 0. 27. 1.000
|L 2 27.2 -121.7 -178.4 | | B -122. -178. -122. -178. 0. 0. 0. 0. 0. 0. 27. 1.000
|L 2 27.0 -122.6 109.2 | | B -123. 109. -123. 109. 0. 0. 0. 0. 0. 0. 27. 1.000
|L 2 27.2 -56.4 114.7 | | M -52. 115. -56. 115. 57. 61. 0. 0. 0. 0. 27. 1.000
|L 2 26.6 -55.1 79.9 | | T -40. 35. -55. 80. 0. 0. 0. 0. 0. 0. 27. 1.000
|L 2 26.6 -97.9 -79.9 | | M -40. -50. -55. -80. 57. 35. -43. 0. 0. 0. 27. 1.000
|L 2 26.6 55.1 -79.9 | | B 7. -50. 55. -80. 0. 0. 0. 0. 0. 0. 27. 1.000
|L 2 27.5 -126.8 82.4 | | B -127. 50. -127. 82. 0. 0. 0. 0. 0. 0. 27. 1.000
|L 2 27.6 113.0 163.5 | | T 113. 164. 113. 164. 0. 0. 0. 0. 0. 0. 28. 1.000
|L 2 27.6 -126.4 -121.9 | | B -126. -122. -126. -122. 0. 0. 0. 0. 0. 0. 28. 1.000
|L 2 27.8 202.9 83.5 | | T 203. 18. 203. 83. 0. 0. 0. 0. 0. 0. 28. 1.000
|L 2 27.8 -204.5 -83.5 | | B -205. -27. -205. -83. 0. 0. 0. 0. 0. 0. 28. 1.000
|L 2 27.2 108.4 255.6 | | T 108. 256. 108. 256. 0. 0. 0. 0. 0. 0. 27. 1.000
|L 2 27.7 257.9 83.0 | | T 258. 12. 258. 83. 0. 0. 0. 0. 0. 0. 28. 1.000
|L 2 27.7 -251.6 -83.0 | | B -252. -21. -252. -83. 0. 0. 0. 0. 0. 0. 28. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 1o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 1 39.4 158.5 -118.1 | | M 59. -11. 81. -118. 62. 35. 77. 0. 0. 0. 39. 1.000
|L 1 39.4 81.7 131.2 | | T 59. 131. 82. 131. 0. 0. 0. 0. 0. 0. 39. 1.000
|L 1 39.2 81.2 -154.3 | | T 59. -154. 81. -154. 0. 0. 0. 0. 0. 0. 39. 1.000
|L 1 39.4 158.8 126.0 | | M 59. 126. 82. 126. 62. 35. 77. 0. 0. 0. 39. 1.000
132
|L 1 38.6 -155.6 -115.9 | | M -2. -37. -80. -116. 62. 35. -76. 0. 0. 0. 39. 1.000
|L 1 38.8 80.2 226.0 | | T 57. 226. 80. 226. 0. 0. 0. 0. 0. 0. 39. 1.000
|L 1 40.1 189.7 120.2 | | M 105. 15. 105. 120. 62. 35. 85. 0. 0. 0. 40. 1.000
|L 1 38.4 79.5 -249.1 | | T 57. -249. 80. -249. 0. 0. 0. 0. 0. 0. 38. 1.000
|L 1 38.5 154.9 -115.4 | | M 57. -103. 80. -115. 62. 35. 75. 0. 0. 0. 38. 1.000
|L 1 38.8 156.1 182.1 | | M 57. 182. 80. 182. 62. 35. 76. 0. 0. 0. 39. 1.000
|L 1 37.4 -150.7 -112.3 | | M -44. -54. -77. -112. 62. 35. -73. 0. 0. 0. 37. 1.000
|L 1 37.4 77.5 112.3 | | B 0. 0. 77. 112. 0. 0. 0. 0. 0. 0. 37. 1.000
|L 1 39.8 217.2 119.5 | | M 128. 32. 128. 119. 62. 35. 89. 0. 0. 0. 40. 1.000
|L 1 39.4 81.5 -118.1 | | T 59. -11. 81. -118. 0. 0. 0. 0. 0. 0. 39. 1.000
|L 1 39.3 81.3 -153.3 | | T 59. -153. 81. -153. 0. 0. 0. 0. 0. 0. 39. 1.000
|L 1 38.6 -80.0 -115.9 | | T -2. -37. -80. -116. 0. 0. 0. 0. 0. 0. 39. 1.000
|L 1 40.1 120.0 120.2 | | T 120. 15. 120. 120. 0. 0. 0. 0. 0. 0. 40. 1.000
|L 1 38.5 79.7 -248.2 | | T 57. -248. 80. -248. 0. 0. 0. 0. 0. 0. 38. 1.000
|L 1 37.4 -77.5 -112.3 | | T -44. -54. -77. -112. 0. 0. 0. 0. 0. 0. 37. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Fundacao |
.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.
PILAR:P20 num. 20 Valores Intermediarios de Calculo
.----.-----------.------------.------------. .------.------.------.------.------.----.----.------.------.------.------.------.----.
LANC Vd (tf) Mdx (tf,cm) Mdy (tf,cm)| | OBS | MCx | MCy | M1x | M1y |LAMB|LBLM| M2x | M2y | MOx | MOy | VC |Cmaj|
.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.
| Cobertura .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 3 4.1 -59.9 203.1 | | T -60. 203. -60. 203. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.2 83.7 24.6 | | B 84. 25. 84. 25. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.1 83.7 -26.7 | | B 84. -27. 84. -27. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.2 -59.5 -62.4 | | T -60. -62. -60. -62. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.2 84.4 -76.3 | | B 84. -76. 84. -76. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.1 -59.4 139.0 | | T -59. 139. -59. 139. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.1 33.5 57.0 | | M 33. 57. 33. 57. 57. 76. 0. 0. 0. 0. 4. 1.000
|L 3 4.1 83.7 -78.3 | | B 84. -78. 84. -78. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.4 -110.6 23.0 | | T -111. 23. -111. 23. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.4 45.2 19.0 | | M 45. 19. 45. 19. 57. 80. 0. 0. 0. 0. 4. 1.000
|L 3 4.4 113.1 13.1 | | B 113. 2. 113. 13. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 3.9 -8.0 53.8 | | T -8. 54. -8. 54. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 3.9 54.2 -56.1 | | B 54. -56. 54. -56. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.2 -59.2 -130.2 | | T -59. -130. -59. -130. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.1 81.8 -110.0 | | B 82. -110. 82. -110. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.2 81.3 59.5 | | B 81. 60. 81. 60. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.0 -59.1 205.4 | | T -59. 205. -59. 205. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.0 32.4 83.3 | | M 32. 83. 32. 83. 57. 76. 0. 0. 0. 0. 4. 1.000
|L 3 4.0 81.1 -112.0 | | B 81. -112. 81. -112. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.5 -144.3 13.5 | | T -144. 12. -144. 14. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 3 4.5 -57.7 18.8 | | M -58. 19. -58. 19. 57. 84. 0. 0. 0. 0. 5. 1.000
|L 3 4.5 130.3 22.3 | | B 130. 22. 130. 22. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 3 3.7 26.5 63.4 | | T 26. 63. 26. 63. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 3.7 38.7 -30.0 | | M 30. -30. 30. -30. 57. 35. 9. 0. 0. 0. 4. 1.000
|L 3 3.7 32.1 -75.0 | | B 32. -75. 32. -75. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.2 -60.3 136.8 | | T -60. 137. -60. 137. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.3 84.4 26.7 | | B 84. 27. 84. 27. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.2 84.4 -24.8 | | B 84. -25. 84. -25. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.3 -60.3 -64.5 | | T -60. -65. -60. -65. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.3 33.8 -33.1 | | M 34. -33. 34. -33. 57. 76. 0. 0. 0. 0. 4. 1.000
|L 3 4.5 -111.6 20.7 | | T -112. 21. -112. 21. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.5 45.5 17.8 | | M 46. 18. 46. 18. 57. 79. 0. 0. 0. 0. 4. 1.000
|L 3 4.5 113.8 13.4 | | B 114. 4. 114. 13. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.0 -9.0 51.7 | | T -9. 52. -9. 52. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.0 54.9 -54.2 | | B 55. -54. 55. -54. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.3 -60.1 -132.4 | | T -60. -132. -60. -132. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.3 32.8 -60.0 | | M 33. -60. 33. -60. 57. 75. 0. 0. 0. 0. 4. 1.000
|L 3 4.3 82.0 61.5 | | B 82. 61. 82. 61. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 4.1 32.7 82.8 | | M 33. 83. 33. 83. 57. 75. 0. 0. 0. 0. 4. 1.000
|L 3 4.6 -145.3 13.9 | | T -145. 10. -145. 14. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 3 4.6 -58.1 20.1 | | M -58. 20. -58. 20. 57. 83. 0. 0. 0. 0. 5. 1.000
|L 3 4.6 130.9 24.2 | | B 131. 24. 131. 24. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 3 3.8 25.5 61.2 | | T 25. 61. 25. 61. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 3.8 38.9 -29.2 | | M 30. -29. 30. -29. 57. 35. 9. 0. 0. 0. 4. 1.000
|L 3 3.8 32.8 -73.1 | | B 33. -73. 33. -73. 0. 0. 0. 0. 0. 0. 4. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 2o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 2 11.9 -118.0 215.0 | | T -118. 215. -118. 215. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 2 12.1 127.0 -188.4 | | B 127. -188. 127. -188. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 2 12.1 -118.0 -119.3 | | T -118. -119. -118. -119. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 2 12.1 126.6 63.1 | | B 127. 63. 127. 63. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 2 12.0 121.8 149.0 | | B 122. 149. 122. 149. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 2 11.9 126.4 -189.8 | | B 126. -190. 126. -190. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 2 12.7 -203.7 81.9 | | T -204. 82. -204. 82. 0. 0. 0. 0. 0. 0. 13. 1.000
|L 2 12.7 -81.5 -46.7 | | M -81. -47. -81. -47. 57. 73. 0. 0. 0. 0. 13. 1.000
|L 2 12.7 198.0 -107.0 | | B 198. -107. 198. -107. 0. 0. 0. 0. 0. 0. 13. 1.000
|L 2 11.3 -31.8 33.8 | | T -32. 14. -32. 34. 0. 0. 0. 0. 0. 0. 11. 1.000
|L 2 11.3 54.6 -33.8 | | B 55. -20. 55. -34. 0. 0. 0. 0. 0. 0. 11. 1.000
|L 2 12.0 -113.4 -232.1 | | T -113. -232. -113. -232. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 2 11.6 -113.3 324.9 | | T -113. 325. -113. 325. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 2 11.6 48.7 130.0 | | M 49. 130. 49. 130. 57. 69. 0. 0. 0. 0. 12. 1.000
|L 2 11.6 121.7 -272.6 | | B 122. -273. 122. -273. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 2 13.0 -256.2 103.2 | | T -256. 103. -256. 103. 0. 0. 0. 0. 0. 0. 13. 1.000
|L 2 13.0 -102.5 -55.0 | | M -102. -55. -102. -55. 57. 76. 0. 0. 0. 0. 13. 1.000
|L 2 13.0 240.9 -134.5 | | B 241. -135. 241. -135. 0. 0. 0. 0. 0. 0. 13. 1.000
|L 2 10.6 30.0 -31.8 | | T 30. -11. 30. -32. 0. 0. 0. 0. 0. 0. 11. 1.000
|L 2 10.6 45.0 31.8 | | M 27. 11. 27. 32. 57. 35. 18. 0. 0. 0. 11. 1.000
|L 2 12.2 -118.6 46.8 | | T -119. 47. -119. 47. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 2 12.2 127.0 -61.9 | | B 127. -62. 127. -62. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 2 12.3 -118.6 -120.3 | | T -119. -120. -119. -120. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 2 12.3 127.0 64.5 | | B 127. 65. 127. 65. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 2 12.1 -118.4 213.9 | | T -118. 214. -118. 214. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 2 12.2 -114.0 -233.1 | | T -114. -233. -114. -233. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 2 12.2 122.4 150.4 | | B 122. 150. 122. 150. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 2 11.8 -113.8 324.0 | | T -114. 324. -114. 324. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 2 11.8 48.9 129.6 | | M 49. 130. 49. 130. 57. 69. 0. 0. 0. 0. 12. 1.000
|L 2 11.8 122.2 -271.2 | | B 122. -271. 122. -271. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 2 13.2 -256.6 102.1 | | T -257. 102. -257. 102. 0. 0. 0. 0. 0. 0. 13. 1.000
|L 2 13.2 -102.6 -54.9 | | M -103. -55. -103. -55. 57. 75. 0. 0. 0. 0. 13. 1.000
|L 2 13.2 241.4 -133.1 | | B 241. -133. 241. -133. 0. 0. 0. 0. 0. 0. 13. 1.000
|L 2 10.8 29.5 -32.4 | | T 30. -11. 30. -32. 0. 0. 0. 0. 0. 0. 11. 1.000
|L 2 10.8 45.1 32.4 | | M 27. 12. 27. 32. 57. 35. 18. 0. 0. 0. 11. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 1o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 1 19.8 -61.5 173.9 | | T -61. 174. -61. 174. 0. 0. 0. 0. 0. 0. 20. 1.000
|L 1 20.5 42.4 61.4 | | B 0. 0. 42. 61. 0. 0. 0. 0. 0. 0. 20. 1.000
|L 1 20.2 -61.6 -157.5 | | T -62. -158. -62. -158. 0. 0. 0. 0. 0. 0. 20. 1.000
133
|L 1 19.9 41.1 59.6 | | B 0. 0. 41. 60. 0. 0. 0. 0. 0. 0. 20. 1.000
|L 1 21.1 -118.7 -63.3 | | M -54. -54. -54. -63. 62. 59. -44. 0. 0. 0. 21. 1.000
|L 1 21.1 43.7 63.3 | | B 0. 0. 44. 63. 0. 0. 0. 0. 0. 0. 21. 1.000
|L 1 18.9 -39.0 70.4 | | T -4. 70. -39. 70. 0. 0. 0. 0. 0. 0. 19. 1.000
|L 1 18.9 -75.9 64.9 | | M -4. 65. -39. 65. 62. 35. -37. 0. 0. 0. 19. 1.000
|L 1 18.9 39.0 56.6 | | B 0. 0. 39. 57. 0. 0. 0. 0. 0. 0. 19. 1.000
|L 1 19.9 -59.5 -268.5 | | T -60. -269. -60. -269. 0. 0. 0. 0. 0. 0. 20. 1.000
|L 1 19.2 -59.2 283.8 | | T -59. 284. -59. 284. 0. 0. 0. 0. 0. 0. 19. 1.000
|L 1 19.2 39.8 57.7 | | B 0. 0. 40. 58. 0. 0. 0. 0. 0. 0. 19. 1.000
|L 1 21.4 -154.7 -95.9 | | T -155. -96. -155. -96. 0. 0. 0. 0. 0. 0. 21. 1.000
|L 1 21.4 -154.7 -64.3 | | M -75. -38. -75. -64. 62. 56. -49. 0. 0. 0. 21. 1.000
|L 1 21.4 44.4 64.3 | | B 0. 0. 44. 64. 0. 0. 0. 0. 0. 0. 21. 1.000
|L 1 17.7 36.6 111.2 | | T 36. 111. 37. 111. 0. 0. 0. 0. 0. 0. 18. 1.000
|L 1 17.7 71.1 87.9 | | M 36. 88. 37. 88. 62. 35. 35. 0. 0. 0. 18. 1.000
|L 1 20.3 -61.7 60.8 | | T -62. 8. -62. 61. 0. 0. 0. 0. 0. 0. 20. 1.000
|L 1 20.5 -61.7 -157.8 | | T -62. -158. -62. -158. 0. 0. 0. 0. 0. 0. 20. 1.000
|L 1 20.1 -61.6 173.5 | | T -62. 173. -62. 173. 0. 0. 0. 0. 0. 0. 20. 1.000
|L 1 20.2 41.7 60.5 | | B 0. 0. 42. 60. 0. 0. 0. 0. 0. 0. 20. 1.000
|L 1 19.1 -77.1 65.1 | | M -4. 65. -40. 65. 62. 35. -37. 0. 0. 0. 19. 1.000
|L 1 20.2 -59.6 -268.8 | | T -60. -269. -60. -269. 0. 0. 0. 0. 0. 0. 20. 1.000
|L 1 19.5 -59.5 283.5 | | T -60. 284. -60. 284. 0. 0. 0. 0. 0. 0. 20. 1.000
|L 1 19.5 40.4 58.6 | | B 0. 0. 40. 59. 0. 0. 0. 0. 0. 0. 20. 1.000
|L 1 21.7 -154.8 -96.2 | | T -155. -96. -155. -96. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 1 21.7 -154.8 -65.2 | | M -75. -38. -75. -65. 62. 56. -50. 0. 0. 0. 22. 1.000
|L 1 21.7 45.0 65.2 | | B 0. 0. 45. 65. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 1 18.0 37.2 110.9 | | T 36. 111. 37. 111. 0. 0. 0. 0. 0. 0. 18. 1.000
|L 1 18.0 72.3 88.1 | | M 36. 88. 37. 88. 62. 35. 35. 0. 0. 0. 18. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Fundacao |
.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.
PILAR:P21 num. 21 Valores Intermediarios de Calculo
.----.-----------.------------.------------. .------.------.------.------.------.----.----.------.------.------.------.------.----.
LANC Vd (tf) Mdx (tf,cm) Mdy (tf,cm)| | OBS | MCx | MCy | M1x | M1y |LAMB|LBLM| M2x | M2y | MOx | MOy | VC |Cmaj|
.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.
| Cobertura .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 3 6.9 28.0 -146.3 | | T 28. -146. 28. -146. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 6.9 -41.7 189.1 | | B -42. 189. -42. 189. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 6.6 28.1 -223.7 | | T 28. -224. 28. -224. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 6.7 -24.5 -117.7 | | T -25. -118. -25. -118. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 6.6 -41.7 218.7 | | B -42. 219. -42. 219. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 7.1 80.2 -170.1 | | T 80. -170. 80. -170. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 7.1 -74.6 228.1 | | B -75. 228. -75. 228. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 7.1 32.1 91.2 | | M 32. 91. 32. 91. 57. 70. 0. 0. 0. 0. 7. 1.000
|L 3 6.4 28.1 -278.5 | | T 28. -278. 28. -278. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 3 6.4 -18.6 -111.4 | | M -19. -111. -19. -111. 57. 59. 0. 0. 0. 0. 6. 1.000
|L 3 6.4 -40.9 237.6 | | B -41. 238. -41. 238. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 3 7.5 26.5 -22.4 | | T 26. -5. 26. -22. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 7.4 -39.9 130.1 | | B -40. 130. -40. 130. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 6.5 -59.5 -102.1 | | T -60. -102. -60. -102. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 6.5 -59.5 46.9 | | M -35. 47. -35. 47. 57. 48. -14. 0. 0. 0. 7. 1.000
|L 3 6.5 14.3 117.2 | | B 14. 117. 14. 117. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 7.3 114.8 -185.9 | | T 115. -186. 115. -186. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 7.3 45.9 100.2 | | M 46. 100. 46. 100. 57. 73. 0. 0. 0. 0. 7. 1.000
|L 3 7.3 -95.3 250.6 | | B -95. 251. -95. 251. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 6.5 28.6 -228.3 | | T 29. -228. 29. -228. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 6.5 -42.1 222.5 | | B -42. 222. -42. 222. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 6.6 -24.1 -122.5 | | T -24. -123. -24. -123. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 6.3 28.6 -283.1 | | T 29. -283. 29. -283. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 3 6.3 -18.6 -113.2 | | M -19. -113. -19. -113. 57. 60. 0. 0. 0. 0. 6. 1.000
|L 3 6.3 -41.3 241.4 | | B -41. 241. -41. 241. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 3 6.4 -59.1 -106.7 | | T -59. -107. -59. -107. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 3 6.4 -59.1 48.3 | | M -35. 48. -35. 48. 57. 48. -14. 0. 0. 0. 6. 1.000
|L 3 6.4 14.0 120.8 | | B 14. 121. 14. 121. 0. 0. 0. 0. 0. 0. 6. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 2o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 2 21.1 58.4 -243.3 | | T 58. -243. 58. -243. 0. 0. 0. 0. 0. 0. 21. 1.000
|L 2 21.2 -77.9 102.9 | | M -32. 103. -44. 103. 57. 51. -34. 0. 0. 0. 21. 1.000
|L 2 21.1 -62.9 259.8 | | B -63. 260. -63. 260. 0. 0. 0. 0. 0. 0. 21. 1.000
|L 2 20.0 58.8 -378.7 | | T 59. -379. 59. -379. 0. 0. 0. 0. 0. 0. 20. 1.000
|L 2 20.2 -74.2 -150.6 | | M -31. -151. -42. -151. 57. 53. -32. 0. 0. 0. 20. 1.000
|L 2 20.0 -63.3 344.3 | | B -63. 344. -63. 344. 0. 0. 0. 0. 0. 0. 20. 1.000
|L 2 22.0 146.9 -219.0 | | T 147. -219. 147. -219. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 2 22.0 -136.9 225.4 | | B -137. 225. -137. 225. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 2 22.4 -184.0 196.8 | | B -184. 197. -184. 197. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 2 20.2 -41.9 -265.3 | | T -30. -265. -42. -265. 0. 0. 0. 0. 0. 0. 20. 1.000
|L 2 20.2 -74.4 116.5 | | M -30. 117. -42. 117. 57. 35. -32. 0. 0. 0. 20. 1.000
|L 2 20.2 41.9 291.3 | | B 11. 291. 42. 291. 0. 0. 0. 0. 0. 0. 20. 1.000
|L 2 22.0 58.7 90.2 | | M 59. 90. 59. 90. 57. 67. 0. 0. 0. 0. 22. 1.000
|L 2 19.0 57.0 -463.4 | | T 57. -463. 57. -463. 0. 0. 0. 0. 0. 0. 19. 1.000
|L 2 19.3 -90.7 -275.8 | | T -91. -276. -91. -276. 0. 0. 0. 0. 0. 0. 19. 1.000
|L 2 19.0 -61.5 394.9 | | B -61. 395. -61. 395. 0. 0. 0. 0. 0. 0. 19. 1.000
|L 2 22.4 203.4 -197.1 | | T 203. -197. 203. -197. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 2 22.5 -183.7 194.2 | | B -184. 194. -184. 194. 0. 0. 0. 0. 0. 0. 23. 1.000
|L 2 22.6 -59.9 110.7 | | B -60. 111. -60. 111. 0. 0. 0. 0. 0. 0. 23. 1.000
|L 2 19.3 -90.7 123.4 | | M -45. 123. -45. 123. 57. 53. -32. 0. 0. 0. 19. 1.000
|L 2 19.3 62.4 308.4 | | B 62. 308. 62. 308. 0. 0. 0. 0. 0. 0. 19. 1.000
|L 2 21.1 -77.4 103.9 | | M -32. 104. -44. 104. 57. 51. -34. 0. 0. 0. 21. 1.000
|L 2 20.0 -73.7 -151.5 | | M -31. -151. -41. -151. 57. 53. -32. 0. 0. 0. 20. 1.000
|L 2 20.1 -41.6 -267.5 | | T -30. -268. -42. -268. 0. 0. 0. 0. 0. 0. 20. 1.000
|L 2 20.1 -73.9 117.6 | | M -30. 118. -42. 118. 57. 35. -32. 0. 0. 0. 20. 1.000
|L 2 20.1 41.6 294.0 | | B 11. 294. 42. 294. 0. 0. 0. 0. 0. 0. 20. 1.000
|L 2 19.1 -90.4 -278.0 | | T -90. -278. -90. -278. 0. 0. 0. 0. 0. 0. 19. 1.000
|L 2 19.1 -90.4 124.4 | | M -45. 124. -45. 124. 57. 53. -32. 0. 0. 0. 19. 1.000
|L 2 19.1 62.2 310.9 | | B 62. 311. 62. 311. 0. 0. 0. 0. 0. 0. 19. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 1o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 1 35.7 73.8 -165.6 | | T 28. -166. 74. -166. 0. 0. 0. 0. 0. 0. 36. 1.000
|L 1 35.7 143.6 -107.0 | | M 28. -66. 74. -107. 62. 35. 70. 0. 0. 0. 36. 1.000
|L 1 35.7 73.8 107.0 | | B 0. 0. 74. 107. 0. 0. 0. 0. 0. 0. 36. 1.000
|L 1 33.7 69.8 -310.2 | | T 28. -310. 70. -310. 0. 0. 0. 0. 0. 0. 34. 1.000
|L 1 33.7 135.8 -145.7 | | M 28. -146. 70. -146. 62. 35. 66. 0. 0. 0. 34. 1.000
|L 1 34.0 70.3 101.9 | | B 0. 0. 70. 102. 0. 0. 0. 0. 0. 0. 34. 1.000
|L 1 37.9 192.3 -118.9 | | M 110. -119. 110. -119. 62. 35. 82. 0. 0. 0. 38. 1.000
|L 1 38.1 153.4 114.3 | | M 27. 78. 79. 114. 62. 35. 75. 0. 0. 0. 38. 1.000
|L 1 34.0 -136.7 -101.9 | | M -34. -99. -70. -102. 62. 35. -66. 0. 0. 0. 34. 1.000
|L 1 37.2 90.3 -233.5 | | T 90. -234. 90. -234. 0. 0. 0. 0. 0. 0. 37. 1.000
|L 1 37.7 191.9 -119.6 | | M 110. -120. 110. -120. 62. 35. 82. 0. 0. 0. 38. 1.000
|L 1 31.8 65.8 -403.5 | | T 27. -403. 66. -403. 0. 0. 0. 0. 0. 0. 32. 1.000
|L 1 31.8 128.0 -204.0 | | M 27. -204. 66. -204. 62. 35. 62. 0. 0. 0. 32. 1.000
|L 1 32.0 66.2 96.0 | | B 0. 0. 66. 96. 0. 0. 0. 0. 0. 0. 32. 1.000
134
|L 1 38.3 154.2 114.9 | | M 26. 79. 79. 115. 62. 35. 75. 0. 0. 0. 38. 1.000
|L 1 32.2 -76.7 -96.5 | | T -77. -51. -77. -97. 0. 0. 0. 0. 0. 0. 32. 1.000
|L 1 32.2 66.6 96.5 | | B 0. 0. 67. 97. 0. 0. 0. 0. 0. 0. 32. 1.000
|L 1 37.7 130.9 -274.8 | | T 131. -275. 131. -275. 0. 0. 0. 0. 0. 0. 38. 1.000
|L 1 35.5 73.5 -166.5 | | T 28. -166. 73. -166. 0. 0. 0. 0. 0. 0. 35. 1.000
|L 1 33.5 69.4 -311.1 | | T 28. -311. 69. -311. 0. 0. 0. 0. 0. 0. 34. 1.000
|L 1 33.5 135.0 -146.4 | | M 28. -146. 69. -146. 62. 35. 66. 0. 0. 0. 34. 1.000
|L 1 33.5 69.4 100.6 | | B 0. 0. 69. 101. 0. 0. 0. 0. 0. 0. 34. 1.000
|L 1 37.4 150.8 -112.3 | | M 28. -22. 78. -112. 62. 35. 73. 0. 0. 0. 37. 1.000
|L 1 37.4 77.5 112.3 | | B 0. 0. 78. 112. 0. 0. 0. 0. 0. 0. 37. 1.000
|L 1 31.6 65.4 -404.3 | | T 27. -404. 65. -404. 0. 0. 0. 0. 0. 0. 32. 1.000
|L 1 31.6 127.2 -204.7 | | M 27. -205. 65. -205. 62. 35. 62. 0. 0. 0. 32. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Fundacao |
.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.
PILAR:P22 num. 22 Valores Intermediarios de Calculo
.----.-----------.------------.------------. .------.------.------.------.------.----.----.------.------.------.------.------.----.
LANC Vd (tf) Mdx (tf,cm) Mdy (tf,cm)| | OBS | MCx | MCy | M1x | M1y |LAMB|LBLM| M2x | M2y | MOx | MOy | VC |Cmaj|
.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.
| Cobertura .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 3 9.0 -18.6 -463.8 | | T -9. -464. -19. -464. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 8.8 32.5 167.5 | | M 15. 167. 18. 167. 57. 35. 14. 0. 0. 0. 9. 1.000
|L 3 8.9 18.4 419.7 | | B 18. 420. 18. 420. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 9.1 87.2 -351.1 | | T 87. -351. 87. -351. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 8.8 18.1 -294.4 | | T 0. -294. 18. -294. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 8.8 18.1 417.8 | | B 11. 418. 18. 418. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 8.6 -93.7 -364.3 | | T -94. -364. -94. -364. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 8.6 -37.5 164.3 | | M -37. 164. -37. 164. 57. 70. 0. 0. 0. 0. 9. 1.000
|L 3 8.6 86.7 410.8 | | B 87. 411. 87. 411. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 9.1 87.2 -351.5 | | T 87. -352. 87. -352. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 9.1 36.7 170.7 | | M 37. 171. 37. 171. 57. 66. 0. 0. 0. 0. 9. 1.000
|L 3 9.1 -57.8 426.9 | | B -58. 427. -58. 427. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 9.0 19.7 410.9 | | B 20. 411. 20. 411. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 8.7 32.0 163.1 | | M 8. 163. 18. 163. 57. 35. 14. 0. 0. 0. 9. 1.000
|L 3 8.5 -153.9 -368.5 | | T -154. -368. -154. -368. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 8.5 -61.5 158.4 | | M -62. 158. -62. 158. 57. 74. 0. 0. 0. 0. 8. 1.000
|L 3 8.5 134.0 396.1 | | B 134. 396. 134. 396. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 9.2 147.4 -347.2 | | T 147. -347. 147. -347. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 9.2 59.0 169.1 | | M 59. 169. 59. 169. 57. 73. 0. 0. 0. 0. 9. 1.000
|L 3 9.2 -106.4 422.8 | | B -106. 423. -106. 423. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 8.8 -18.3 -357.6 | | T -4. -358. -18. -358. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 8.6 -93.8 -363.9 | | T -94. -364. -94. -364. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 8.6 -37.5 164.3 | | M -38. 164. -38. 164. 57. 70. 0. 0. 0. 0. 9. 1.000
|L 3 9.0 32.9 -185.4 | | M 16. -185. 19. -185. 57. 35. 14. 0. 0. 0. 9. 1.000
|L 3 8.5 134.1 395.9 | | B 134. 396. 134. 396. 0. 0. 0. 0. 0. 0. 8. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 2o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 2 27.0 -55.8 -641.8 | | T -32. -642. -56. -642. 0. 0. 0. 0. 0. 0. 27. 1.000
|L 2 26.7 98.2 240.0 | | M 27. 240. 55. 240. 57. 35. 43. 0. 0. 0. 27. 1.000
|L 2 27.0 55.8 621.9 | | B 33. 622. 56. 622. 0. 0. 0. 0. 0. 0. 27. 1.000
|L 2 27.2 116.8 -496.2 | | T 117. -496. 117. -496. 0. 0. 0. 0. 0. 0. 27. 1.000
|L 2 26.3 -170.2 -572.0 | | T -170. -572. -170. -572. 0. 0. 0. 0. 0. 0. 26. 1.000
|L 2 26.5 -97.3 231.3 | | M -22. 231. -55. 231. 57. 35. -42. 0. 0. 0. 26. 1.000
|L 2 26.2 163.5 652.3 | | B 164. 652. 164. 652. 0. 0. 0. 0. 0. 0. 26. 1.000
|L 2 26.3 -68.1 260.9 | | M -68. 261. -68. 261. 57. 67. 0. 0. 0. 0. 26. 1.000
|L 2 27.2 56.3 219.0 | | M 49. 219. 56. 219. 57. 63. 0. 0. 0. 0. 27. 1.000
|L 2 27.2 -109.6 547.5 | | B -110. 548. -110. 548. 0. 0. 0. 0. 0. 0. 27. 1.000
|L 2 26.6 -55.1 -695.7 | | T -34. -696. -55. -696. 0. 0. 0. 0. 0. 0. 27. 1.000
|L 2 26.6 97.9 -278.3 | | M 36. -278. 55. -278. 57. 35. 43. 0. 0. 0. 27. 1.000
|L 2 26.6 55.1 618.2 | | B 36. 618. 55. 618. 0. 0. 0. 0. 0. 0. 27. 1.000
|L 2 25.8 -53.4 -337.4 | | T -18. -337. -53. -337. 0. 0. 0. 0. 0. 0. 26. 1.000
|L 2 25.8 -94.8 224.6 | | M -18. 225. -53. 225. 57. 35. -41. 0. 0. 0. 26. 1.000
|L 2 25.8 53.4 545.6 | | B 16. 546. 53. 546. 0. 0. 0. 0. 0. 0. 26. 1.000
|L 2 25.5 -264.9 -579.6 | | T -265. -580. -265. -580. 0. 0. 0. 0. 0. 0. 25. 1.000
|L 2 25.4 -106.0 267.6 | | M -106. 268. -106. 268. 57. 69. 0. 0. 0. 0. 25. 1.000
|L 2 25.4 253.4 668.9 | | B 253. 669. 253. 669. 0. 0. 0. 0. 0. 0. 25. 1.000
|L 2 27.0 213.1 -453.2 | | T 213. -453. 213. -453. 0. 0. 0. 0. 0. 0. 27. 1.000
|L 2 27.0 -201.3 494.6 | | B -201. 495. -201. 495. 0. 0. 0. 0. 0. 0. 27. 1.000
|L 2 26.7 -55.3 -533.7 | | T -27. -534. -55. -534. 0. 0. 0. 0. 0. 0. 27. 1.000
|L 2 26.7 98.1 240.0 | | M 27. 240. 55. 240. 57. 35. 43. 0. 0. 0. 27. 1.000
|L 2 26.7 55.3 600.0 | | B 27. 600. 55. 600. 0. 0. 0. 0. 0. 0. 27. 1.000
|L 2 26.2 -170.5 -571.6 | | T -171. -572. -171. -572. 0. 0. 0. 0. 0. 0. 26. 1.000
|L 2 26.2 -68.2 260.9 | | M -68. 261. -68. 261. 57. 67. 0. 0. 0. 0. 26. 1.000
|L 2 27.2 56.2 219.0 | | M 49. 219. 56. 219. 57. 63. 0. 0. 0. 0. 27. 1.000
|L 2 25.8 -94.7 224.8 | | M -18. 225. -53. 225. 57. 35. -41. 0. 0. 0. 26. 1.000
|L 2 25.4 -265.0 -579.0 | | T -265. -579. -265. -579. 0. 0. 0. 0. 0. 0. 25. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 1o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 1 44.8 -92.8 -343.0 | | T -14. -343. -93. -343. 0. 0. 0. 0. 0. 0. 45. 1.000
|L 1 44.8 -180.4 -149.9 | | M -14. -150. -93. -150. 62. 35. -88. 0. 0. 0. 45. 1.000
|L 1 45.6 94.4 142.4 | | B 0. 0. 94. 142. 0. 0. 0. 0. 0. 0. 46. 1.000
|L 1 45.3 -93.9 -478.4 | | T -17. -478. -94. -478. 0. 0. 0. 0. 0. 0. 45. 1.000
|L 1 45.3 -182.6 -230.4 | | M -17. -230. -94. -230. 62. 35. -89. 0. 0. 0. 45. 1.000
|L 1 45.7 94.5 142.4 | | B 0. 0. 95. 142. 0. 0. 0. 0. 0. 0. 46. 1.000
|L 1 44.0 -109.2 -312.8 | | T -109. -313. -109. -313. 0. 0. 0. 0. 0. 0. 44. 1.000
|L 1 44.7 -179.9 -280.1 | | M -19. -280. -92. -280. 62. 35. -87. 0. 0. 0. 45. 1.000
|L 1 44.7 92.4 139.3 | | B 0. 0. 92. 139. 0. 0. 0. 0. 0. 0. 45. 1.000
|L 1 45.2 145.9 -384.6 | | T 146. -385. 146. -385. 0. 0. 0. 0. 0. 0. 45. 1.000
|L 1 45.2 221.8 -174.3 | | M 125. -174. 125. -174. 62. 35. 97. 0. 0. 0. 45. 1.000
|L 1 44.7 -92.5 -559.7 | | T -19. -560. -92. -560. 0. 0. 0. 0. 0. 0. 45. 1.000
|L 1 42.9 -172.8 -133.9 | | M -8. -108. -89. -134. 62. 35. -84. 0. 0. 0. 43. 1.000
|L 1 42.9 88.8 133.9 | | B 0. 0. 89. 134. 0. 0. 0. 0. 0. 0. 43. 1.000
|L 1 42.4 -172.2 -283.6 | | T -172. -284. -172. -284. 0. 0. 0. 0. 0. 0. 42. 1.000
|L 1 42.4 87.8 132.3 | | B 0. 0. 88. 132. 0. 0. 0. 0. 0. 0. 42. 1.000
|L 1 42.4 -172.3 -283.2 | | T -172. -283. -172. -283. 0. 0. 0. 0. 0. 0. 42. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Fundacao |
.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.
PILAR:P23 num. 23 Valores Intermediarios de Calculo
.----.-----------.------------.------------. .------.------.------.------.------.----.----.------.------.------.------.------.----.
LANC Vd (tf) Mdx (tf,cm) Mdy (tf,cm)| | OBS | MCx | MCy | M1x | M1y |LAMB|LBLM| M2x | M2y | MOx | MOy | VC |Cmaj|
.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.
| Caixa .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 4 5.2 -10.8 -209.9 | | T -3. -210. -11. -210. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 4 5.2 16.0 -178.5 | | M 5. -178. 11. -178. 47. 35. 5. 0. 0. 0. 5. 1.000
135
|L 4 5.1 10.6 -206.6 | | T 2. -207. 11. -207. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 4 5.1 15.7 -161.6 | | M 3. -162. 11. -162. 47. 35. 5. 0. 0. 0. 5. 1.000
|L 4 5.3 -11.0 -213.2 | | T -7. -213. -11. -213. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 4 5.3 16.3 -195.3 | | M 7. -195. 11. -195. 47. 35. 5. 0. 0. 0. 5. 1.000
|L 4 5.0 -52.2 -197.0 | | T -52. -197. -52. -197. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 4 5.0 37.1 -124.6 | | B 37. -125. 37. -125. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 4 5.5 47.6 -222.9 | | T 48. -223. 48. -223. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 4 5.5 -27.7 -138.2 | | B -28. -138. -28. -138. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 4 5.1 10.5 -204.4 | | T 4. -204. 10. -204. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 4 5.1 15.5 -149.7 | | M 4. -150. 10. -150. 47. 35. 5. 0. 0. 0. 5. 1.000
|L 4 5.4 -11.2 -215.3 | | T -9. -215. -11. -215. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 4 5.4 -16.5 -205.9 | | M -9. -206. -11. -206. 47. 35. -5. 0. 0. 0. 5. 1.000
|L 4 5.4 11.2 -191.8 | | B 8. -192. 11. -192. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 4 4.8 -85.4 -188.3 | | T -85. -188. -85. -188. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 4 4.8 58.8 -118.6 | | B 59. -119. 59. -119. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 4 5.6 80.8 -231.4 | | T 81. -231. 81. -231. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 4 5.6 -49.3 -141.1 | | B -49. -141. -49. -141. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 4 5.2 16.0 -176.4 | | M 5. -176. 11. -176. 47. 35. 5. 0. 0. 0. 5. 1.000
|L 4 5.1 15.7 -159.5 | | M 3. -160. 11. -160. 47. 35. 5. 0. 0. 0. 5. 1.000
|L 4 5.3 16.3 -193.3 | | M 7. -193. 11. -193. 47. 35. 5. 0. 0. 0. 5. 1.000
|L 4 5.0 37.5 -119.6 | | B 38. -120. 38. -120. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 4 5.1 15.5 -147.6 | | M 4. -148. 10. -148. 47. 35. 5. 0. 0. 0. 5. 1.000
|L 4 5.4 -16.6 -203.9 | | M -9. -204. -11. -204. 47. 35. -5. 0. 0. 0. 5. 1.000
|L 4 4.8 59.1 -113.5 | | B 59. -114. 59. -114. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 4 5.6 80.6 -231.6 | | T 81. -232. 81. -232. 0. 0. 0. 0. 0. 0. 6. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Cobertura .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 3 24.8 -91.0 210.7 | | M -2. 211. -51. 211. 57. 35. -40. 0. 0. 0. 25. 1.000
|L 3 24.8 51.3 276.9 | | B 0. 277. 51. 277. 0. 0. 0. 0. 0. 0. 25. 1.000
|L 3 24.4 -50.6 -110.0 | | T -2. -49. -51. -110. 0. 0. 0. 0. 0. 0. 24. 1.000
|L 3 24.4 -232.0 127.8 | | T -232. 128. -232. 128. 0. 0. 0. 0. 0. 0. 24. 1.000
|L 3 24.5 -139.7 178.2 | | M -70. 178. -70. 178. 57. 54. -44. 0. 0. 0. 25. 1.000
|L 3 25.2 -143.8 353.9 | | B -144. 354. -144. 354. 0. 0. 0. 0. 0. 0. 25. 1.000
|L 3 25.2 52.1 413.4 | | B 1. 413. 52. 413. 0. 0. 0. 0. 0. 0. 25. 1.000
|L 3 24.5 85.5 223.4 | | B 86. 223. 86. 223. 0. 0. 0. 0. 0. 0. 25. 1.000
|L 3 25.0 136.5 243.6 | | M 68. 244. 68. 244. 57. 54. 44. 0. 0. 0. 25. 1.000
|L 3 24.1 -49.9 -159.6 | | T -1. -160. -50. -160. 0. 0. 0. 0. 0. 0. 24. 1.000
|L 3 24.1 -88.6 -124.8 | | M -2. -125. -50. -125. 57. 35. -39. 0. 0. 0. 24. 1.000
|L 3 24.1 -49.9 108.5 | | B -2. 36. -50. 108. 0. 0. 0. 0. 0. 0. 24. 1.000
|L 3 25.5 -93.7 426.0 | | M -3. 426. -53. 426. 57. 35. -41. 0. 0. 0. 25. 1.000
|L 3 25.4 52.6 491.8 | | B 1. 492. 53. 492. 0. 0. 0. 0. 0. 0. 25. 1.000
|L 3 24.3 142.0 175.1 | | B 142. 175. 142. 175. 0. 0. 0. 0. 0. 0. 24. 1.000
|L 3 25.2 228.3 113.4 | | T 228. 48. 228. 113. 0. 0. 0. 0. 0. 0. 25. 1.000
|L 3 25.2 100.4 257.7 | | M 100. 258. 100. 258. 57. 63. 0. 0. 0. 0. 25. 1.000
|L 3 24.8 -91.3 207.4 | | M -2. 207. -51. 207. 57. 35. -40. 0. 0. 0. 25. 1.000
|L 3 24.8 51.4 271.2 | | B 0. 271. 51. 271. 0. 0. 0. 0. 0. 0. 25. 1.000
|L 3 24.6 -140.1 114.8 | | T -140. 115. -140. 115. 0. 0. 0. 0. 0. 0. 25. 1.000
|L 3 24.6 -140.1 176.5 | | M -70. 177. -70. 177. 57. 54. -44. 0. 0. 0. 25. 1.000
|L 3 24.6 86.0 217.7 | | B 86. 218. 86. 218. 0. 0. 0. 0. 0. 0. 25. 1.000
|L 3 24.2 -50.0 -145.6 | | T -2. -146. -50. -146. 0. 0. 0. 0. 0. 0. 24. 1.000
|L 3 24.2 -88.8 -118.8 | | M -2. -119. -50. -119. 57. 35. -39. 0. 0. 0. 24. 1.000
|L 3 25.5 52.8 486.1 | | B 1. 486. 53. 486. 0. 0. 0. 0. 0. 0. 25. 1.000
|L 3 24.4 142.4 169.4 | | B 142. 169. 142. 169. 0. 0. 0. 0. 0. 0. 24. 1.000
|L 3 25.3 227.9 113.7 | | T 228. 62. 228. 114. 0. 0. 0. 0. 0. 0. 25. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 2o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 2 41.9 -262.6 -504.7 | | T -263. -505. -263. -505. 0. 0. 0. 0. 0. 0. 42. 1.000
|L 2 42.1 248.6 -359.7 | | T 249. -360. 249. -360. 0. 0. 0. 0. 0. 0. 42. 1.000
|L 2 41.9 169.0 479.8 | | B 169. 480. 169. 480. 0. 0. 0. 0. 0. 0. 42. 1.000
|L 2 41.6 -86.2 -975.5 | | T -6. -976. -86. -976. 0. 0. 0. 0. 0. 0. 42. 1.000
|L 2 41.6 152.9 -575.1 | | M 13. -575. 86. -575. 57. 35. 67. 0. 0. 0. 42. 1.000
|L 2 41.8 168.4 483.7 | | B 168. 484. 168. 484. 0. 0. 0. 0. 0. 0. 42. 1.000
|L 2 43.3 -89.5 441.8 | | T -10. 442. -90. 442. 0. 0. 0. 0. 0. 0. 43. 1.000
|L 2 43.1 158.5 540.6 | | M 18. 541. 89. 541. 57. 35. 69. 0. 0. 0. 43. 1.000
|L 2 43.1 89.3 609.8 | | B 18. 610. 89. 610. 0. 0. 0. 0. 0. 0. 43. 1.000
|L 2 42.4 -161.4 -491.8 | | T -161. -492. -161. -492. 0. 0. 0. 0. 0. 0. 42. 1.000
|L 2 42.4 145.9 -406.8 | | T 146. -407. 146. -407. 0. 0. 0. 0. 0. 0. 42. 1.000
|L 2 42.4 -87.8 287.7 | | B -78. 288. -88. 288. 0. 0. 0. 0. 0. 0. 42. 1.000
|L 2 40.8 -84.4 -1307.6 | | T -4. -1308. -84. -1308. 0. 0. 0. 0. 0. 0. 41. 1.000
|L 2 40.8 149.8 -821.4 | | M 11. -821. 84. -821. 57. 35. 65. 0. 0. 0. 41. 1.000
|L 2 40.9 84.7 184.0 | | B 12. 88. 85. 184. 0. 0. 0. 0. 0. 0. 41. 1.000
|L 2 41.8 -262.1 -509.9 | | T -262. -510. -262. -510. 0. 0. 0. 0. 0. 0. 42. 1.000
|L 2 41.8 -262.1 -204.0 | | M -124. -204. -124. -204. 57. 57. -76. 0. 0. 0. 42. 1.000
|L 2 42.1 -139.9 216.2 | | B -140. 216. -140. 216. 0. 0. 0. 0. 0. 0. 42. 1.000
|L 2 41.8 -86.5 -970.3 | | T -7. -970. -86. -970. 0. 0. 0. 0. 0. 0. 42. 1.000
|L 2 41.8 153.5 -573.8 | | M 14. -574. 86. -574. 57. 35. 67. 0. 0. 0. 42. 1.000
|L 2 43.2 -89.4 194.3 | | T -10. 76. -89. 194. 0. 0. 0. 0. 0. 0. 43. 1.000
|L 2 43.3 159.0 540.3 | | M 18. 540. 90. 540. 57. 35. 69. 0. 0. 0. 43. 1.000
|L 2 42.4 -161.4 -196.7 | | M -89. -197. -89. -197. 57. 48. -68. 0. 0. 0. 42. 1.000
|L 2 42.4 108.1 444.4 | | B 108. 444. 108. 444. 0. 0. 0. 0. 0. 0. 42. 1.000
|L 2 42.6 160.9 -204.1 | | M 92. -204. 92. -204. 57. 42. 69. 0. 0. 0. 43. 1.000
|L 2 42.6 -88.1 283.6 | | B -77. 284. -88. 284. 0. 0. 0. 0. 0. 0. 43. 1.000
|L 2 40.9 -84.7 -1302.3 | | T -5. -1302. -85. -1302. 0. 0. 0. 0. 0. 0. 41. 1.000
|L 2 40.9 150.3 -820.0 | | M 12. -820. 85. -820. 57. 35. 66. 0. 0. 0. 41. 1.000
|L 2 43.3 89.5 605.9 | | B 18. 606. 90. 606. 0. 0. 0. 0. 0. 0. 43. 1.000
|L 2 41.9 -262.6 -201.9 | | M -125. -202. -125. -202. 57. 57. -76. 0. 0. 0. 42. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 1o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 1 61.5 428.8 -538.2 | | T 429. -538. 429. -538. 0. 0. 0. 0. 0. 0. 61. 1.000
|L 1 62.1 -388.4 -403.0 | | M -179. -403. -179. -403. 66. 58. -155. 0. 0. 0. 62. 1.000
|L 1 60.7 125.7 -1137.4 | | T 18. -1137. 126. -1137. 0. 0. 0. 0. 0. 0. 61. 1.000
|L 1 60.7 -263.8 -737.9 | | M -61. -738. -126. -738. 66. 35. -138. 0. 0. 0. 61. 1.000
|L 1 60.9 -126.1 274.2 | | B -61. 135. -126. 274. 0. 0. 0. 0. 0. 0. 61. 1.000
|L 1 63.5 131.4 384.2 | | T 15. 384. 131. 384. 0. 0. 0. 0. 0. 0. 63. 1.000
|L 1 63.5 -275.7 285.6 | | M -60. 203. -131. 286. 66. 35. -144. 0. 0. 0. 63. 1.000
|L 1 63.4 -131.3 -517.2 | | B -59. -517. -131. -517. 0. 0. 0. 0. 0. 0. 63. 1.000
|L 1 61.3 429.0 -543.1 | | T 429. -543. 429. -543. 0. 0. 0. 0. 0. 0. 61. 1.000
|L 1 59.0 122.2 -1630.2 | | T 19. -1630. 122. -1630. 0. 0. 0. 0. 0. 0. 59. 1.000
|L 1 59.0 -256.4 -965.2 | | M -62. -965. -122. -965. 66. 35. -134. 0. 0. 0. 59. 1.000
|L 1 59.2 -122.6 298.2 | | B -62. 298. -123. 298. 0. 0. 0. 0. 0. 0. 59. 1.000
|L 1 63.4 131.3 902.2 | | T 14. 902. 131. 902. 0. 0. 0. 0. 0. 0. 63. 1.000
|L 1 63.4 -275.5 448.6 | | M -59. 449. -131. 449. 66. 35. -144. 0. 0. 0. 63. 1.000
|L 1 63.2 -130.9 -517.4 | | B -59. -517. -131. -517. 0. 0. 0. 0. 0. 0. 63. 1.000
|L 1 61.5 -605.6 -276.7 | | B -606. -28. -606. -277. 0. 0. 0. 0. 0. 0. 61. 1.000
|L 1 61.2 483.6 -275.2 | | B 484. -191. 484. -275. 0. 0. 0. 0. 0. 0. 61. 1.000
|L 1 60.9 126.1 -1132.3 | | T 18. -1132. 126. -1132. 0. 0. 0. 0. 0. 0. 61. 1.000
|L 1 60.9 -264.7 -735.1 | | M -61. -735. -126. -735. 66. 35. -139. 0. 0. 0. 61. 1.000
|L 1 63.5 -131.4 -354.3 | | B -60. -354. -131. -354. 0. 0. 0. 0. 0. 0. 63. 1.000
|L 1 62.1 269.7 -279.4 | | M 119. -269. 129. -279. 66. 59. 141. 0. 0. 0. 62. 1.000
|L 1 59.2 122.6 -1625.3 | | T 19. -1625. 123. -1625. 0. 0. 0. 0. 0. 0. 59. 1.000
|L 1 59.2 -257.2 -962.5 | | M -62. -962. -123. -962. 66. 35. -135. 0. 0. 0. 59. 1.000
136
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Fundacao |
.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.
PILAR:P24 num. 24 Valores Intermediarios de Calculo
.----.-----------.------------.------------. .------.------.------.------.------.----.----.------.------.------.------.------.----.
LANC Vd (tf) Mdx (tf,cm) Mdy (tf,cm)| | OBS | MCx | MCy | M1x | M1y |LAMB|LBLM| M2x | M2y | MOx | MOy | VC |Cmaj|
.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.
| Caixa .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 4 5.2 10.7 -206.5 | | T 10. -207. 11. -207. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 4 5.2 15.8 -174.3 | | M 10. -174. 11. -174. 47. 35. 5. 0. 0. 0. 5. 1.000
|L 4 5.2 -10.7 -126.1 | | B -3. -126. -11. -126. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 4 5.1 10.5 -203.3 | | T 6. -203. 10. -203. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 4 5.0 15.5 -157.9 | | M 6. -158. 10. -158. 47. 35. 5. 0. 0. 0. 5. 1.000
|L 4 5.0 -10.5 -89.7 | | B -1. -90. -10. -90. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 4 5.3 13.9 -209.7 | | T 14. -210. 14. -210. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 4 5.3 16.1 -190.8 | | M 11. -191. 11. -191. 47. 35. 5. 0. 0. 0. 5. 1.000
|L 4 5.3 -10.9 -162.7 | | B -5. -163. -11. -163. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 4 5.4 -40.3 -219.2 | | T -40. -219. -40. -219. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 4 5.4 29.8 -133.0 | | B 30. -133. 30. -133. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 4 4.9 60.1 -193.6 | | T 60. -194. 60. -194. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 4 4.9 -35.6 -119.3 | | B -36. -119. -36. -119. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 4 5.0 10.3 -201.2 | | T 3. -201. 10. -201. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 4 5.3 16.4 -211.8 | | T 16. -212. 16. -212. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 4 5.3 17.3 -201.2 | | M 12. -201. 12. -201. 47. 37. 5. 0. 0. 0. 5. 1.000
|L 4 5.5 -73.8 -227.6 | | T -74. -228. -74. -228. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 4 5.5 51.5 -135.9 | | B 52. -136. 52. -136. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 4 4.8 93.4 -185.1 | | T 93. -185. 93. -185. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 4 4.8 -57.4 -113.1 | | B -57. -113. -57. -113. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 4 5.2 15.8 -172.3 | | M 10. -172. 11. -172. 47. 35. 5. 0. 0. 0. 5. 1.000
|L 4 5.2 -10.7 -121.0 | | B -3. -121. -11. -121. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 4 5.1 15.5 -155.8 | | M 6. -156. 10. -156. 47. 35. 5. 0. 0. 0. 5. 1.000
|L 4 5.1 -10.5 -84.6 | | B -1. -85. -10. -85. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 4 5.3 16.1 -188.8 | | M 11. -189. 11. -189. 47. 35. 5. 0. 0. 0. 5. 1.000
|L 4 5.3 -10.9 -157.5 | | B -5. -158. -11. -158. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 4 5.4 -40.2 -219.2 | | T -40. -219. -40. -219. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 4 4.9 -35.8 -114.1 | | B -36. -114. -36. -114. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 4 5.5 -73.6 -227.8 | | T -74. -228. -74. -228. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 4 4.8 93.4 -185.1 | | T 93. -185. 93. -185. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 4 4.8 -57.5 -107.9 | | B -58. -108. -58. -108. 0. 0. 0. 0. 0. 0. 5. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Cobertura .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 3 25.0 -232.5 112.6 | | T -233. 47. -233. 113. 0. 0. 0. 0. 0. 0. 25. 1.000
|L 3 24.6 90.5 212.7 | | M 3. 213. 51. 213. 57. 35. 40. 0. 0. 0. 25. 1.000
|L 3 25.0 146.4 357.8 | | B 146. 358. 146. 358. 0. 0. 0. 0. 0. 0. 25. 1.000
|L 3 24.3 -50.3 -109.3 | | T -2. -52. -50. -109. 0. 0. 0. 0. 0. 0. 24. 1.000
|L 3 24.4 136.4 179.9 | | M 69. 180. 69. 180. 57. 53. 44. 0. 0. 0. 24. 1.000
|L 3 24.4 136.8 178.1 | | M 69. 178. 69. 178. 57. 53. 44. 0. 0. 0. 24. 1.000
|L 3 24.9 -140.3 245.3 | | M -69. 245. -69. 245. 57. 54. -44. 0. 0. 0. 25. 1.000
|L 3 25.0 92.0 341.1 | | M 2. 341. 52. 341. 57. 35. 40. 0. 0. 0. 25. 1.000
|L 3 25.0 51.8 418.2 | | B 2. 418. 52. 418. 0. 0. 0. 0. 0. 0. 25. 1.000
|L 3 24.4 -83.6 226.7 | | B -84. 227. -84. 227. 0. 0. 0. 0. 0. 0. 24. 1.000
|L 3 24.0 -49.6 -162.7 | | T -3. -163. -50. -163. 0. 0. 0. 0. 0. 0. 24. 1.000
|L 3 24.0 88.0 -125.0 | | M 4. -125. 50. -125. 57. 35. 38. 0. 0. 0. 24. 1.000
|L 3 24.0 49.7 108.1 | | B 4. 33. 50. 108. 0. 0. 0. 0. 0. 0. 24. 1.000
|L 3 25.4 -52.5 336.3 | | T -2. 336. -52. 336. 0. 0. 0. 0. 0. 0. 25. 1.000
|L 3 25.4 93.2 429.6 | | M 2. 430. 52. 430. 57. 35. 41. 0. 0. 0. 25. 1.000
|L 3 25.3 52.4 497.6 | | B 2. 498. 52. 498. 0. 0. 0. 0. 0. 0. 25. 1.000
|L 3 25.0 -101.7 259.7 | | M -102. 260. -102. 260. 57. 63. 0. 0. 0. 0. 25. 1.000
|L 3 24.3 228.3 126.7 | | T 228. 127. 228. 127. 0. 0. 0. 0. 0. 0. 24. 1.000
|L 3 24.2 -140.3 178.5 | | B -140. 178. -140. 178. 0. 0. 0. 0. 0. 0. 24. 1.000
|L 3 24.7 90.7 209.3 | | M 2. 209. 51. 209. 57. 35. 40. 0. 0. 0. 25. 1.000
|L 3 24.7 51.1 274.8 | | B 2. 275. 51. 275. 0. 0. 0. 0. 0. 0. 25. 1.000
|L 3 24.4 136.8 113.8 | | T 137. 114. 137. 114. 0. 0. 0. 0. 0. 0. 24. 1.000
|L 3 24.4 -84.0 220.9 | | B -84. 221. -84. 221. 0. 0. 0. 0. 0. 0. 24. 1.000
|L 3 24.0 -49.7 -148.7 | | T -3. -149. -50. -149. 0. 0. 0. 0. 0. 0. 24. 1.000
|L 3 24.0 88.2 -119.1 | | M 4. -119. 50. -119. 57. 35. 39. 0. 0. 0. 24. 1.000
|L 3 25.4 52.5 491.8 | | B 2. 492. 52. 492. 0. 0. 0. 0. 0. 0. 25. 1.000
|L 3 25.1 -232.3 112.9 | | T -232. 61. -232. 113. 0. 0. 0. 0. 0. 0. 25. 1.000
|L 3 24.3 -140.7 172.8 | | B -141. 173. -141. 173. 0. 0. 0. 0. 0. 0. 24. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 2o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 2 41.9 256.3 -501.1 | | T 256. -501. 256. -501. 0. 0. 0. 0. 0. 0. 42. 1.000
|L 2 41.9 -256.5 -355.9 | | T -256. -356. -256. -356. 0. 0. 0. 0. 0. 0. 42. 1.000
|L 2 41.9 -161.3 494.1 | | B -161. 494. -161. 494. 0. 0. 0. 0. 0. 0. 42. 1.000
|L 2 41.5 -85.9 -973.0 | | T -1. -973. -86. -973. 0. 0. 0. 0. 0. 0. 42. 1.000
|L 2 41.5 -152.6 -566.9 | | M -4. -567. -86. -567. 57. 35. -67. 0. 0. 0. 42. 1.000
|L 2 41.8 -160.9 498.1 | | B -161. 498. -161. 498. 0. 0. 0. 0. 0. 0. 42. 1.000
|L 2 43.2 89.4 449.4 | | T 2. 449. 89. 449. 0. 0. 0. 0. 0. 0. 43. 1.000
|L 2 43.0 -158.2 550.9 | | M -8. 551. -89. 551. 57. 35. -69. 0. 0. 0. 43. 1.000
|L 2 43.0 -89.1 622.2 | | B -8. 622. -89. 622. 0. 0. 0. 0. 0. 0. 43. 1.000
|L 2 42.3 -153.7 -403.1 | | T -154. -403. -154. -403. 0. 0. 0. 0. 0. 0. 42. 1.000
|L 2 42.3 87.5 303.5 | | B 87. 304. 88. 304. 0. 0. 0. 0. 0. 0. 42. 1.000
|L 2 42.2 155.5 -197.4 | | M 88. -197. 88. -197. 57. 46. 68. 0. 0. 0. 42. 1.000
|L 2 40.7 -84.1 -1305.6 | | T -3. -1306. -84. -1306. 0. 0. 0. 0. 0. 0. 41. 1.000
|L 2 40.7 -149.4 -813.5 | | M -3. -813. -84. -813. 57. 35. -65. 0. 0. 0. 41. 1.000
|L 2 40.8 -84.4 183.6 | | B -3. 104. -84. 184. 0. 0. 0. 0. 0. 0. 41. 1.000
|L 2 41.9 -256.5 -196.2 | | M -129. -196. -129. -196. 57. 54. -77. 0. 0. 0. 42. 1.000
|L 2 41.9 149.4 232.0 | | B 149. 232. 149. 232. 0. 0. 0. 0. 0. 0. 42. 1.000
|L 2 41.8 256.1 -506.4 | | T 256. -506. 256. -506. 0. 0. 0. 0. 0. 0. 42. 1.000
|L 2 42.4 -161.8 -195.2 | | M -92. -195. -92. -195. 57. 44. -69. 0. 0. 0. 42. 1.000
|L 2 41.7 -86.2 -967.7 | | T -1. -968. -86. -968. 0. 0. 0. 0. 0. 0. 42. 1.000
|L 2 41.7 -153.1 -565.6 | | M -4. -566. -86. -566. 57. 35. -67. 0. 0. 0. 42. 1.000
|L 2 43.1 89.2 194.0 | | T 2. 82. 89. 194. 0. 0. 0. 0. 0. 0. 43. 1.000
|L 2 43.2 -158.7 550.6 | | M -8. 551. -89. 551. 57. 35. -69. 0. 0. 0. 43. 1.000
|L 2 42.4 87.8 299.5 | | B 87. 299. 88. 299. 0. 0. 0. 0. 0. 0. 42. 1.000
|L 2 42.3 154.6 -488.2 | | T 155. -488. 155. -488. 0. 0. 0. 0. 0. 0. 42. 1.000
|L 2 42.3 156.0 -195.3 | | M 88. -195. 88. -195. 57. 46. 68. 0. 0. 0. 42. 1.000
|L 2 42.3 -99.5 459.3 | | B -100. 459. -100. 459. 0. 0. 0. 0. 0. 0. 42. 1.000
|L 2 40.8 -84.4 -1300.5 | | T -3. -1300. -84. -1300. 0. 0. 0. 0. 0. 0. 41. 1.000
|L 2 40.8 -149.9 -812.3 | | M -3. -812. -84. -812. 57. 35. -65. 0. 0. 0. 41. 1.000
|L 2 43.2 -89.4 618.1 | | B -8. 618. -89. 618. 0. 0. 0. 0. 0. 0. 43. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 1o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 1 62.0 -269.8 -468.3 | | T -270. -468. -270. -468. 0. 0. 0. 0. 0. 0. 62. 1.000
|L 1 62.0 374.2 -392.6 | | M 168. -393. 168. -393. 66. 60. 152. 0. 0. 0. 62. 1.000
|L 1 60.7 -125.6 -1120.4 | | T -23. -1120. -126. -1120. 0. 0. 0. 0. 0. 0. 61. 1.000
137
|L 1 60.7 263.5 -728.8 | | M 47. -729. 126. -729. 66. 35. 138. 0. 0. 0. 61. 1.000
|L 1 60.9 126.0 274.0 | | B 47. 132. 126. 274. 0. 0. 0. 0. 0. 0. 61. 1.000
|L 1 63.4 -131.3 401.0 | | T -22. 401. -131. 401. 0. 0. 0. 0. 0. 0. 63. 1.000
|L 1 63.4 275.6 285.5 | | M 49. 211. 131. 286. 66. 35. 144. 0. 0. 0. 63. 1.000
|L 1 63.4 131.3 -521.6 | | B 49. -522. 131. -522. 0. 0. 0. 0. 0. 0. 63. 1.000
|L 1 62.2 374.2 -279.9 | | B 374. -67. 374. -280. 0. 0. 0. 0. 0. 0. 62. 1.000
|L 1 62.1 -279.9 -279.6 | | M -129. -251. -129. -280. 66. 57. -141. 0. 0. 0. 62. 1.000
|L 1 58.9 -122.0 -1613.8 | | T -24. -1614. -122. -1614. 0. 0. 0. 0. 0. 0. 59. 1.000
|L 1 58.9 256.0 -956.1 | | M 47. -956. 122. -956. 66. 35. 134. 0. 0. 0. 59. 1.000
|L 1 59.1 122.4 296.0 | | B 47. 296. 122. 296. 0. 0. 0. 0. 0. 0. 59. 1.000
|L 1 63.4 -131.3 918.5 | | T -22. 919. -131. 919. 0. 0. 0. 0. 0. 0. 63. 1.000
|L 1 63.4 275.5 456.6 | | M 49. 457. 131. 457. 66. 35. 144. 0. 0. 0. 63. 1.000
|L 1 63.2 130.9 -521.9 | | B 49. -522. 131. -522. 0. 0. 0. 0. 0. 0. 63. 1.000
|L 1 61.1 -434.6 -526.8 | | T -435. -527. -435. -527. 0. 0. 0. 0. 0. 0. 61. 1.000
|L 1 61.1 592.1 -275.2 | | B 592. -35. 592. -275. 0. 0. 0. 0. 0. 0. 61. 1.000
|L 1 61.2 -497.1 -275.5 | | B -497. -191. -497. -275. 0. 0. 0. 0. 0. 0. 61. 1.000
|L 1 60.9 -126.0 -1115.4 | | T -23. -1115. -126. -1115. 0. 0. 0. 0. 0. 0. 61. 1.000
|L 1 60.9 264.5 -726.0 | | M 47. -726. 126. -726. 66. 35. 138. 0. 0. 0. 61. 1.000
|L 1 63.4 131.3 -358.5 | | B 49. -359. 131. -359. 0. 0. 0. 0. 0. 0. 63. 1.000
|L 1 59.1 -122.4 -1608.7 | | T -24. -1609. -122. -1609. 0. 0. 0. 0. 0. 0. 59. 1.000
|L 1 59.1 256.9 -953.3 | | M 47. -953. 122. -953. 66. 35. 134. 0. 0. 0. 59. 1.000
|L 1 61.4 591.9 -276.1 | | B 592. -35. 592. -276. 0. 0. 0. 0. 0. 0. 61. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Fundacao |
.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.
PILAR:P25 num. 25 Valores Intermediarios de Calculo
.----.-----------.------------.------------. .------.------.------.------.------.----.----.------.------.------.------.------.----.
LANC Vd (tf) Mdx (tf,cm) Mdy (tf,cm)| | OBS | MCx | MCy | M1x | M1y |LAMB|LBLM| M2x | M2y | MOx | MOy | VC |Cmaj|
.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.
| Cobertura .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 3 8.9 18.4 -471.0 | | T 12. -471. 18. -471. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 8.8 -32.2 170.5 | | M -17. 170. -18. 170. 57. 35. -14. 0. 0. 0. 9. 1.000
|L 3 8.8 -19.9 427.0 | | B -20. 427. -20. 427. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 9.0 -82.2 -358.1 | | T -82. -358. -82. -358. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 8.8 18.1 -364.4 | | T 8. -364. 18. -364. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 8.8 -18.1 426.2 | | B -17. 426. -18. 426. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 9.0 -82.3 -358.5 | | T -82. -359. -82. -359. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 9.0 -34.9 173.7 | | M -35. 174. -35. 174. 57. 65. 0. 0. 0. 0. 9. 1.000
|L 3 9.0 54.9 434.3 | | B 55. 434. 55. 434. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 8.6 98.7 -371.1 | | T 99. -371. 99. -371. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 8.5 39.5 167.2 | | M 40. 167. 40. 167. 57. 70. 0. 0. 0. 0. 9. 1.000
|L 3 8.5 -89.5 417.9 | | B -89. 418. -89. 418. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 8.9 -21.1 418.0 | | B -21. 418. -21. 418. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 9.1 -142.7 -354.2 | | T -143. -354. -143. -354. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 9.1 -57.1 172.1 | | M -57. 172. -57. 172. 57. 73. 0. 0. 0. 0. 9. 1.000
|L 3 9.1 103.3 430.4 | | B 103. 430. 103. 430. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 8.4 158.6 -375.2 | | T 159. -375. 159. -375. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 8.4 63.5 161.2 | | M 64. 161. 64. 161. 57. 75. 0. 0. 0. 0. 8. 1.000
|L 3 8.4 -136.9 402.9 | | B -137. 403. -137. 403. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 8.7 -31.9 170.1 | | M -15. 170. -18. 170. 57. 35. -14. 0. 0. 0. 9. 1.000
|L 3 8.5 98.8 -370.7 | | T 99. -371. 99. -371. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 9.1 -57.0 172.1 | | M -57. 172. -57. 172. 57. 73. 0. 0. 0. 0. 9. 1.000
|L 3 8.4 158.8 -374.9 | | T 159. -375. 159. -375. 0. 0. 0. 0. 0. 0. 8. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 2o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 2 26.9 55.7 -644.7 | | T 30. -645. 56. -645. 0. 0. 0. 0. 0. 0. 27. 1.000
|L 2 26.7 -98.0 244.3 | | M -27. 244. -55. 244. 57. 35. -43. 0. 0. 0. 27. 1.000
|L 2 26.9 -55.7 633.1 | | B -32. 633. -56. 633. 0. 0. 0. 0. 0. 0. 27. 1.000
|L 2 26.9 55.7 -645.3 | | T 30. -645. 56. -645. 0. 0. 0. 0. 0. 0. 27. 1.000
|L 2 27.1 -117.2 -499.4 | | T -117. -499. -117. -499. 0. 0. 0. 0. 0. 0. 27. 1.000
|L 2 26.9 -55.7 633.1 | | B -32. 633. -56. 633. 0. 0. 0. 0. 0. 0. 27. 1.000
|L 2 27.1 -56.1 223.4 | | M -49. 223. -56. 223. 57. 62. 0. 0. 0. 0. 27. 1.000
|L 2 27.1 109.1 558.6 | | B 109. 559. 109. 559. 0. 0. 0. 0. 0. 0. 27. 1.000
|L 2 26.2 169.5 -575.3 | | T 170. -575. 170. -575. 0. 0. 0. 0. 0. 0. 26. 1.000
|L 2 26.2 67.9 265.3 | | M 68. 265. 68. 265. 57. 67. 0. 0. 0. 0. 26. 1.000
|L 2 26.2 -163.8 663.3 | | B -164. 663. -164. 663. 0. 0. 0. 0. 0. 0. 26. 1.000
|L 2 26.6 55.1 -699.3 | | T 32. -699. 55. -699. 0. 0. 0. 0. 0. 0. 27. 1.000
|L 2 26.9 -213.4 -456.3 | | T -213. -456. -213. -456. 0. 0. 0. 0. 0. 0. 27. 1.000
|L 2 26.6 -55.1 629.3 | | B -34. 629. -55. 629. 0. 0. 0. 0. 0. 0. 27. 1.000
|L 2 25.7 53.2 -339.2 | | T 18. -339. 53. -339. 0. 0. 0. 0. 0. 0. 26. 1.000
|L 2 25.7 94.5 229.5 | | M 18. 230. 53. 230. 57. 35. 41. 0. 0. 0. 26. 1.000
|L 2 25.7 -53.2 555.2 | | B -18. 555. -53. 555. 0. 0. 0. 0. 0. 0. 26. 1.000
|L 2 26.9 200.6 505.3 | | B 201. 505. 201. 505. 0. 0. 0. 0. 0. 0. 27. 1.000
|L 2 25.4 264.0 -582.7 | | T 264. -583. 264. -583. 0. 0. 0. 0. 0. 0. 25. 1.000
|L 2 25.4 105.7 271.9 | | M 106. 272. 106. 272. 57. 69. 0. 0. 0. 0. 25. 1.000
|L 2 25.4 -253.7 679.7 | | B -254. 680. -254. 680. 0. 0. 0. 0. 0. 0. 25. 1.000
|L 2 26.6 -97.9 244.3 | | M -27. 244. -55. 244. 57. 35. -43. 0. 0. 0. 27. 1.000
|L 2 26.2 169.7 -574.8 | | T 170. -575. 170. -575. 0. 0. 0. 0. 0. 0. 26. 1.000
|L 2 26.6 -97.7 -279.6 | | M -34. -280. -55. -280. 57. 35. -43. 0. 0. 0. 27. 1.000
|L 2 25.4 264.2 -582.1 | | T 264. -582. 264. -582. 0. 0. 0. 0. 0. 0. 25. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 1o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 1 44.7 92.6 -337.8 | | T 10. -338. 93. -338. 0. 0. 0. 0. 0. 0. 45. 1.000
|L 1 44.7 180.1 -146.9 | | M 10. -147. 93. -147. 62. 35. 88. 0. 0. 0. 45. 1.000
|L 1 45.5 94.2 141.9 | | B 0. 0. 94. 142. 0. 0. 0. 0. 0. 0. 45. 1.000
|L 1 45.3 93.8 -473.2 | | T 13. -473. 94. -473. 0. 0. 0. 0. 0. 0. 45. 1.000
|L 1 45.3 182.4 -227.4 | | M 13. -227. 94. -227. 62. 35. 89. 0. 0. 0. 45. 1.000
|L 1 45.5 94.2 142.0 | | B 0. 0. 94. 142. 0. 0. 0. 0. 0. 0. 46. 1.000
|L 1 44.0 105.7 -307.4 | | T 106. -307. 106. -307. 0. 0. 0. 0. 0. 0. 44. 1.000
|L 1 44.6 179.6 -277.0 | | M 14. -277. 92. -277. 62. 35. 87. 0. 0. 0. 45. 1.000
|L 1 45.0 93.1 140.4 | | B 0. 0. 93. 140. 0. 0. 0. 0. 0. 0. 45. 1.000
|L 1 45.5 -94.2 -367.9 | | T -85. -368. -94. -368. 0. 0. 0. 0. 0. 0. 46. 1.000
|L 1 45.5 -183.3 -163.9 | | M -85. -164. -94. -164. 62. 35. -89. 0. 0. 0. 46. 1.000
|L 1 44.0 188.4 -137.1 | | M 100. -130. 100. -137. 62. 35. 89. 0. 0. 0. 44. 1.000
|L 1 44.6 92.4 -554.7 | | T 14. -555. 92. -555. 0. 0. 0. 0. 0. 0. 45. 1.000
|L 1 44.6 179.7 -277.1 | | M 14. -277. 92. -277. 62. 35. 87. 0. 0. 0. 45. 1.000
|L 1 42.8 172.4 -133.6 | | M 6. -103. 89. -134. 62. 35. 84. 0. 0. 0. 43. 1.000
|L 1 42.8 88.6 133.6 | | B 0. 0. 89. 134. 0. 0. 0. 0. 0. 0. 43. 1.000
|L 1 45.0 -148.8 -379.4 | | T -149. -379. -149. -379. 0. 0. 0. 0. 0. 0. 45. 1.000
|L 1 42.4 168.8 -278.6 | | T 169. -279. 169. -279. 0. 0. 0. 0. 0. 0. 42. 1.000
|L 1 42.4 231.5 -132.4 | | M 136. -114. 136. -132. 62. 35. 95. 0. 0. 0. 42. 1.000
|L 1 43.9 105.8 -307.0 | | T 106. -307. 106. -307. 0. 0. 0. 0. 0. 0. 44. 1.000
|L 1 43.9 188.5 -137.0 | | M 100. -129. 100. -137. 62. 35. 89. 0. 0. 0. 44. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Fundacao |
.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.
138
PILAR:P26 num. 26 Valores Intermediarios de Calculo
.----.-----------.------------.------------. .------.------.------.------.------.----.----.------.------.------.------.------.----.
LANC Vd (tf) Mdx (tf,cm) Mdy (tf,cm)| | OBS | MCx | MCy | M1x | M1y |LAMB|LBLM| M2x | M2y | MOx | MOy | VC |Cmaj|
.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.
| Cobertura .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 3 6.7 -33.5 -152.5 | | T -33. -152. -33. -152. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 6.7 47.9 196.1 | | B 48. 196. 48. 196. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 6.4 -32.6 -230.9 | | T -33. -231. -33. -231. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 3 6.4 20.5 -92.3 | | M 21. -92. 21. -92. 57. 62. 0. 0. 0. 0. 6. 1.000
|L 3 6.4 47.0 226.2 | | B 47. 226. 47. 226. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 3 7.0 -85.5 -176.0 | | T -86. -176. -86. -176. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 7.0 80.8 235.1 | | B 81. 235. 81. 235. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 7.0 -34.2 94.0 | | M -34. 94. -34. 94. 57. 71. 0. 0. 0. 0. 7. 1.000
|L 3 6.5 19.0 -124.0 | | T 19. -124. 19. -124. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 6.5 28.8 61.3 | | M 17. 61. 17. 61. 57. 35. 11. 0. 0. 0. 7. 1.000
|L 3 6.5 14.8 153.3 | | B 15. 153. 15. 153. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 6.2 -31.9 -286.2 | | T -32. -286. -32. -286. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 3 6.2 19.6 -114.5 | | M 20. -114. 20. -114. 57. 63. 0. 0. 0. 0. 6. 1.000
|L 3 6.2 45.4 245.6 | | B 45. 246. 45. 246. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 3 7.3 -34.3 -22.0 | | T -34. -10. -34. -22. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 7.3 48.0 136.6 | | B 48. 137. 48. 137. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 7.1 -120.1 -191.7 | | T -120. -192. -120. -192. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 7.1 -48.0 103.1 | | M -48. 103. -48. 103. 57. 74. 0. 0. 0. 0. 7. 1.000
|L 3 7.1 101.5 257.7 | | B 102. 258. 102. 258. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 6.3 53.9 -108.4 | | T 54. -108. 54. -108. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 3 6.3 53.9 49.6 | | M 34. 50. 34. 50. 57. 45. 14. 0. 0. 0. 6. 1.000
|L 3 6.3 -13.1 124.0 | | B -8. 124. -13. 124. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 3 6.4 -32.8 -235.5 | | T -33. -235. -33. -235. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 3 6.4 47.2 230.0 | | B 47. 230. 47. 230. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 3 6.4 18.9 -128.7 | | T 19. -129. 19. -129. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 3 6.2 -32.1 -290.8 | | T -32. -291. -32. -291. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 3 6.2 19.6 -116.3 | | M 20. -116. 20. -116. 57. 63. 0. 0. 0. 0. 6. 1.000
|L 3 6.2 45.5 249.2 | | B 46. 249. 46. 249. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 3 6.3 53.8 -113.0 | | T 54. -113. 54. -113. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 3 6.3 53.8 51.1 | | M 34. 51. 34. 51. 57. 45. 14. 0. 0. 0. 6. 1.000
|L 3 6.3 -13.0 127.7 | | B -8. 128. -13. 128. 0. 0. 0. 0. 0. 0. 6. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 2o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 2 20.7 -68.3 -241.6 | | T -68. -242. -68. -242. 0. 0. 0. 0. 0. 0. 21. 1.000
|L 2 20.8 76.4 105.6 | | M 34. 106. 43. 106. 57. 56. 33. 0. 0. 0. 21. 1.000
|L 2 20.7 72.8 266.6 | | B 73. 267. 73. 267. 0. 0. 0. 0. 0. 0. 21. 1.000
|L 2 19.6 -66.9 -378.4 | | T -67. -378. -67. -378. 0. 0. 0. 0. 0. 0. 20. 1.000
|L 2 19.8 72.6 -150.5 | | M 32. -151. 41. -151. 57. 57. 32. 0. 0. 0. 20. 1.000
|L 2 19.6 70.8 352.4 | | B 71. 352. 71. 352. 0. 0. 0. 0. 0. 0. 20. 1.000
|L 2 21.6 -156.4 -217.3 | | T -156. -217. -156. -217. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 2 21.6 146.6 232.1 | | B 147. 232. 147. 232. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 2 22.0 193.6 203.3 | | B 194. 203. 194. 203. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 2 21.6 -62.6 92.8 | | M -63. 93. -63. 93. 57. 67. 0. 0. 0. 0. 22. 1.000
|L 2 19.8 41.0 -263.9 | | T 21. -264. 41. -264. 0. 0. 0. 0. 0. 0. 20. 1.000
|L 2 19.8 72.8 119.3 | | M 21. 119. 41. 119. 57. 35. 32. 0. 0. 0. 20. 1.000
|L 2 19.8 -41.0 298.3 | | B -2. 298. -41. 298. 0. 0. 0. 0. 0. 0. 20. 1.000
|L 2 18.6 -63.7 -463.8 | | T -64. -464. -64. -464. 0. 0. 0. 0. 0. 0. 19. 1.000
|L 2 18.9 81.6 -274.4 | | T 82. -274. 82. -274. 0. 0. 0. 0. 0. 0. 19. 1.000
|L 2 18.6 67.3 403.6 | | B 67. 404. 67. 404. 0. 0. 0. 0. 0. 0. 19. 1.000
|L 2 22.0 -212.9 -195.4 | | T -213. -195. -213. -195. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 2 22.1 193.5 200.8 | | B 193. 201. 193. 201. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 2 22.2 73.5 115.1 | | B 74. 115. 74. 115. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 2 22.0 -85.2 81.3 | | M -85. 81. -85. 81. 57. 69. 0. 0. 0. 0. 22. 1.000
|L 2 18.9 81.6 126.1 | | M 43. 126. 43. 126. 57. 50. 31. 0. 0. 0. 19. 1.000
|L 2 18.9 -53.2 315.3 | | B -53. 315. -53. 315. 0. 0. 0. 0. 0. 0. 19. 1.000
|L 2 20.7 75.9 106.6 | | M 33. 107. 43. 107. 57. 57. 33. 0. 0. 0. 21. 1.000
|L 2 19.7 40.7 -266.0 | | T 20. -266. 41. -266. 0. 0. 0. 0. 0. 0. 20. 1.000
|L 2 19.7 72.3 120.4 | | M 20. 120. 41. 120. 57. 35. 32. 0. 0. 0. 20. 1.000
|L 2 19.7 -40.7 301.0 | | B -2. 301. -41. 301. 0. 0. 0. 0. 0. 0. 20. 1.000
|L 2 18.7 81.5 -276.5 | | T 81. -277. 81. -277. 0. 0. 0. 0. 0. 0. 19. 1.000
|L 2 18.7 81.5 127.1 | | M 43. 127. 43. 127. 57. 50. 31. 0. 0. 0. 19. 1.000
|L 2 18.7 -53.1 317.8 | | B -53. 318. -53. 318. 0. 0. 0. 0. 0. 0. 19. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 1o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 1 35.1 -72.6 -153.0 | | T -36. -153. -73. -153. 0. 0. 0. 0. 0. 0. 35. 1.000
|L 1 35.1 -141.2 -105.2 | | M -36. -61. -73. -105. 62. 35. -69. 0. 0. 0. 35. 1.000
|L 1 35.1 72.6 105.2 | | B 0. 0. 73. 105. 0. 0. 0. 0. 0. 0. 35. 1.000
|L 1 33.1 -68.5 -298.1 | | T -35. -298. -68. -298. 0. 0. 0. 0. 0. 0. 33. 1.000
|L 1 33.1 -133.2 -139.1 | | M -35. -139. -68. -139. 62. 35. -65. 0. 0. 0. 33. 1.000
|L 1 33.3 69.0 100.0 | | B 0. 0. 69. 100. 0. 0. 0. 0. 0. 0. 33. 1.000
|L 1 37.0 -149.1 -111.1 | | M -37. -8. -77. -111. 62. 35. -72. 0. 0. 0. 37. 1.000
|L 1 37.5 77.7 112.6 | | B 0. 0. 78. 113. 0. 0. 0. 0. 0. 0. 38. 1.000
|L 1 36.6 -98.1 -220.2 | | T -98. -220. -98. -220. 0. 0. 0. 0. 0. 0. 37. 1.000
|L 1 33.3 134.2 -100.0 | | M 27. -87. 69. -100. 62. 35. 65. 0. 0. 0. 33. 1.000
|L 1 31.2 -64.5 -391.9 | | T -33. -392. -64. -392. 0. 0. 0. 0. 0. 0. 31. 1.000
|L 1 31.2 -125.4 -197.7 | | M -33. -198. -64. -198. 62. 35. -61. 0. 0. 0. 31. 1.000
|L 1 31.4 65.0 94.2 | | B 0. 0. 65. 94. 0. 0. 0. 0. 0. 0. 31. 1.000
|L 1 37.7 -151.8 113.1 | | M -36. 92. -78. 113. 62. 35. -74. 0. 0. 0. 38. 1.000
|L 1 37.7 78.1 113.1 | | B 0. 0. 78. 113. 0. 0. 0. 0. 0. 0. 38. 1.000
|L 1 37.1 -138.6 -261.5 | | T -139. -262. -139. -262. 0. 0. 0. 0. 0. 0. 37. 1.000
|L 1 31.6 130.1 -94.7 | | M 68. -40. 68. -95. 62. 35. 62. 0. 0. 0. 32. 1.000
|L 1 31.6 65.3 94.7 | | B 0. 0. 65. 95. 0. 0. 0. 0. 0. 0. 32. 1.000
|L 1 34.9 -72.2 -153.9 | | T -36. -154. -72. -154. 0. 0. 0. 0. 0. 0. 35. 1.000
|L 1 32.9 -68.1 -298.9 | | T -35. -299. -68. -299. 0. 0. 0. 0. 0. 0. 33. 1.000
|L 1 32.9 -132.5 -139.8 | | M -35. -140. -68. -140. 62. 35. -64. 0. 0. 0. 33. 1.000
|L 1 32.9 68.1 98.7 | | B 0. 0. 68. 99. 0. 0. 0. 0. 0. 0. 33. 1.000
|L 1 37.1 76.8 111.4 | | B 0. 0. 77. 111. 0. 0. 0. 0. 0. 0. 37. 1.000
|L 1 31.0 -64.1 -392.7 | | T -33. -393. -64. -393. 0. 0. 0. 0. 0. 0. 31. 1.000
|L 1 31.0 -124.7 -198.5 | | M -33. -198. -64. -198. 62. 35. -61. 0. 0. 0. 31. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Fundacao |
.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.
PILAR:P27 num. 27 Valores Intermediarios de Calculo
.----.-----------.------------.------------. .------.------.------.------.------.----.----.------.------.------.------.------.----.
LANC Vd (tf) Mdx (tf,cm) Mdy (tf,cm)| | OBS | MCx | MCy | M1x | M1y |LAMB|LBLM| M2x | M2y | MOx | MOy | VC |Cmaj|
.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.
| Cobertura .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 3 5.3 -65.4 24.8 | | T -65. 25. -65. 25. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 3 5.3 35.7 23.8 | | M 36. 22. 36. 24. 57. 74. 0. 0. 0. 0. 5. 1.000
|L 3 5.3 89.3 -23.8 | | B 89. -7. 89. -24. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 3 5.2 -51.2 23.3 | | T -51. 22. -51. 23. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 3 5.2 35.5 23.3 | | M 36. 22. 36. 23. 57. 72. 0. 0. 0. 0. 5. 1.000
|L 3 5.2 86.2 -23.3 | | B 86. -7. 86. -23. 0. 0. 0. 0. 0. 0. 5. 1.000
139
|L 3 5.4 -79.7 27.7 | | T -80. 28. -80. 28. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 3 5.4 37.0 24.2 | | M 37. 23. 37. 24. 57. 74. 0. 0. 0. 0. 5. 1.000
|L 3 5.4 92.4 -24.2 | | B 92. -8. 92. -24. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 3 3.8 -77.1 -352.8 | | T -77. -353. -77. -353. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 3.8 105.6 -633.2 | | B 106. -633. 106. -633. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 6.8 -53.8 404.2 | | T -54. 404. -54. 404. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 6.8 73.1 618.8 | | B 73. 619. 73. 619. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 5.1 -41.4 23.0 | | T -41. 19. -41. 23. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 3 5.1 37.1 23.0 | | M 37. 19. 37. 23. 57. 66. 0. 0. 0. 0. 5. 1.000
|L 3 5.1 82.5 -23.0 | | B 82. -7. 82. -23. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 3 5.4 -88.9 28.8 | | T -89. 29. -89. 29. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 3 5.5 37.3 27.6 | | M 37. 28. 37. 28. 57. 74. 0. 0. 0. 0. 5. 1.000
|L 3 5.5 93.2 -24.5 | | B 93. -14. 93. -25. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 3 2.8 -84.6 -605.4 | | T -85. -605. -85. -605. 0. 0. 0. 0. 0. 0. 3. 1.000
|L 3 2.8 114.7 -1051.4 | | B 115. -1051. 115. -1051. 0. 0. 0. 0. 0. 0. 3. 1.000
|L 3 7.9 -46.8 666.3 | | T -47. 666. -47. 666. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 7.8 60.6 1033.3 | | B 61. 1033. 61. 1033. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 5.4 -66.4 36.3 | | T -66. 36. -66. 36. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 3 5.4 36.1 25.8 | | M 36. 26. 36. 26. 57. 74. 0. 0. 0. 0. 5. 1.000
|L 3 5.3 -52.2 33.3 | | T -52. 33. -52. 33. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 3 5.3 35.6 24.0 | | M 36. 24. 36. 24. 57. 72. 0. 0. 0. 0. 5. 1.000
|L 3 5.5 -80.6 39.2 | | T -81. 39. -81. 39. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 3 3.8 -78.1 -341.3 | | T -78. -341. -78. -341. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 3.8 106.3 -639.9 | | B 106. -640. 106. -640. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 6.9 -54.7 415.7 | | T -55. 416. -55. 416. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 6.9 73.9 612.1 | | B 74. 612. 74. 612. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 5.2 -42.4 30.4 | | T -42. 30. -42. 30. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 3 5.2 37.3 23.3 | | M 37. 22. 37. 23. 57. 66. 0. 0. 0. 0. 5. 1.000
|L 3 5.5 -89.9 40.0 | | T -90. 40. -90. 40. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 3 5.5 37.4 27.8 | | M 37. 28. 37. 28. 57. 74. 0. 0. 0. 0. 6. 1.000
|L 3 5.5 93.5 -24.8 | | B 94. -15. 94. -25. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 3 2.8 -85.5 -594.2 | | T -86. -594. -86. -594. 0. 0. 0. 0. 0. 0. 3. 1.000
|L 3 2.8 115.5 -1058.0 | | B 115. -1058. 116. -1058. 0. 0. 0. 0. 0. 0. 3. 1.000
|L 3 7.9 61.5 1026.8 | | B 61. 1027. 61. 1027. 0. 0. 0. 0. 0. 0. 8. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 2o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 2 13.9 -127.0 -62.6 | | T -127. -14. -127. -63. 0. 0. 0. 0. 0. 0. 14. 1.000
|L 2 13.9 142.5 -62.6 | | B 143. -11. 143. -63. 0. 0. 0. 0. 0. 0. 14. 1.000
|L 2 13.6 -96.9 -61.2 | | T -97. -16. -97. -61. 0. 0. 0. 0. 0. 0. 14. 1.000
|L 2 13.6 131.7 -61.2 | | B 132. -8. 132. -61. 0. 0. 0. 0. 0. 0. 14. 1.000
|L 2 14.4 -174.9 -64.8 | | T -175. -6. -175. -65. 0. 0. 0. 0. 0. 0. 14. 1.000
|L 2 14.4 157.9 -64.8 | | B 158. -21. 158. -65. 0. 0. 0. 0. 0. 0. 14. 1.000
|L 2 10.2 -127.7 -1153.9 | | T -128. -1154. -128. -1154. 0. 0. 0. 0. 0. 0. 10. 1.000
|L 2 10.2 57.1 -952.1 | | M 57. -952. 57. -952. 57. 72. 0. 0. 0. 0. 10. 1.000
|L 2 10.2 142.7 -649.5 | | B 143. -649. 143. -649. 0. 0. 0. 0. 0. 0. 10. 1.000
|L 2 17.7 -127.0 1132.2 | | T -127. 1132. -127. 1132. 0. 0. 0. 0. 0. 0. 18. 1.000
|L 2 17.7 57.2 932.7 | | M 57. 933. 57. 933. 57. 68. 0. 0. 0. 0. 18. 1.000
|L 2 17.6 142.5 638.3 | | B 143. 638. 143. 638. 0. 0. 0. 0. 0. 0. 18. 1.000
|L 2 13.2 -73.5 -59.6 | | T -74. -17. -74. -60. 0. 0. 0. 0. 0. 0. 13. 1.000
|L 2 13.2 121.2 -59.6 | | B 121. -6. 121. -60. 0. 0. 0. 0. 0. 0. 13. 1.000
|L 2 7.6 -124.9 -1913.5 | | T -125. -1914. -125. -1914. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 2 7.6 55.8 -1578.4 | | M 56. -1578. 56. -1578. 57. 75. 0. 0. 0. 0. 8. 1.000
|L 2 7.6 139.4 -1075.6 | | B 139. -1076. 139. -1076. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 2 20.0 -123.3 1889.9 | | T -123. 1890. -123. 1890. 0. 0. 0. 0. 0. 0. 20. 1.000
|L 2 20.0 55.9 1559.4 | | M 56. 1559. 56. 1559. 57. 67. 0. 0. 0. 0. 20. 1.000
|L 2 19.9 139.3 1068.5 | | B 139. 1068. 139. 1068. 0. 0. 0. 0. 0. 0. 20. 1.000
|L 2 14.0 -127.7 -63.2 | | T -128. -10. -128. -63. 0. 0. 0. 0. 0. 0. 14. 1.000
|L 2 14.0 143.1 -63.2 | | B 143. -16. 143. -63. 0. 0. 0. 0. 0. 0. 14. 1.000
|L 2 13.7 -97.6 -61.8 | | T -98. -12. -98. -62. 0. 0. 0. 0. 0. 0. 14. 1.000
|L 2 13.7 132.3 -61.8 | | B 132. -13. 132. -62. 0. 0. 0. 0. 0. 0. 14. 1.000
|L 2 14.3 -157.9 -64.6 | | T -158. -8. -158. -65. 0. 0. 0. 0. 0. 0. 14. 1.000
|L 2 14.3 154.0 -64.6 | | B 154. -19. 154. -65. 0. 0. 0. 0. 0. 0. 14. 1.000
|L 2 10.4 -128.4 -1149.4 | | T -128. -1149. -128. -1149. 0. 0. 0. 0. 0. 0. 10. 1.000
|L 2 10.4 57.3 -951.4 | | M 57. -951. 57. -951. 57. 72. 0. 0. 0. 0. 10. 1.000
|L 2 10.4 143.2 -654.4 | | B 143. -654. 143. -654. 0. 0. 0. 0. 0. 0. 10. 1.000
|L 2 17.7 143.1 633.4 | | B 143. 633. 143. 633. 0. 0. 0. 0. 0. 0. 18. 1.000
|L 2 13.4 -74.2 -60.2 | | T -74. -13. -74. -60. 0. 0. 0. 0. 0. 0. 13. 1.000
|L 2 13.4 121.8 -60.2 | | B 122. -11. 122. -60. 0. 0. 0. 0. 0. 0. 13. 1.000
|L 2 7.8 -125.6 -1909.0 | | T -126. -1909. -126. -1909. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 2 7.8 56.0 -1577.6 | | M 56. -1578. 56. -1578. 57. 74. 0. 0. 0. 0. 8. 1.000
|L 2 7.8 140.0 -1080.4 | | B 140. -1080. 140. -1080. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 2 20.0 139.9 1063.7 | | B 140. 1064. 140. 1064. 0. 0. 0. 0. 0. 0. 20. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 1o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 1 22.9 -59.8 -103.2 | | T -60. -24. -60. -103. 0. 0. 0. 0. 0. 0. 23. 1.000
|L 1 22.9 47.5 103.2 | | B 0. 0. 47. 103. 0. 0. 0. 0. 0. 0. 23. 1.000
|L 1 22.4 -90.0 -100.6 | | M -25. -24. -46. -101. 62. 35. -44. 0. 0. 0. 22. 1.000
|L 1 22.4 46.3 100.6 | | B 0. 0. 46. 101. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 1 23.6 -117.2 -106.2 | | T -117. -24. -117. -106. 0. 0. 0. 0. 0. 0. 24. 1.000
|L 1 23.6 48.9 106.2 | | B 0. 0. 49. 106. 0. 0. 0. 0. 0. 0. 24. 1.000
|L 1 16.2 -82.9 -1363.0 | | T -83. -1363. -83. -1363. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 1 16.2 33.5 72.7 | | B 0. 0. 33. 73. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 1 29.6 -61.2 1326.6 | | T -36. 1327. -61. 1327. 0. 0. 0. 0. 0. 0. 30. 1.000
|L 1 29.6 -119.0 849.2 | | M -36. 849. -61. 849. 62. 35. -58. 0. 0. 0. 30. 1.000
|L 1 29.6 61.2 133.0 | | B 0. 0. 61. 133. 0. 0. 0. 0. 0. 0. 30. 1.000
|L 1 21.7 87.2 -97.5 | | M 0. -23. 45. -98. 62. 35. 42. 0. 0. 0. 22. 1.000
|L 1 21.7 44.9 97.5 | | B 0. 0. 45. 98. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 1 11.5 -97.0 -2253.4 | | T -97. -2253. -97. -2253. 0. 0. 0. 0. 0. 0. 11. 1.000
|L 1 11.5 -97.0 -1331.4 | | M -49. -1331. -49. -1331. 62. 55. -28. 0. 0. 0. 11. 1.000
|L 1 11.5 23.8 51.6 | | B 0. 0. 24. 52. 0. 0. 0. 0. 0. 0. 11. 1.000
|L 1 33.6 -69.6 2223.2 | | T -19. 2223. -70. 2223. 0. 0. 0. 0. 0. 0. 34. 1.000
|L 1 33.6 -135.5 1394.5 | | M -19. 1394. -70. 1394. 62. 35. -66. 0. 0. 0. 34. 1.000
|L 1 33.6 69.6 151.4 | | B 0. 0. 70. 151. 0. 0. 0. 0. 0. 0. 34. 1.000
|L 1 22.4 -46.3 -100.6 | | T -25. -24. -46. -101. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 1 23.5 -95.1 -105.8 | | T -95. -24. -95. -106. 0. 0. 0. 0. 0. 0. 24. 1.000
|L 1 16.3 -83.2 -1360.5 | | T -83. -1361. -83. -1361. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 1 16.3 33.8 73.6 | | B 0. 0. 34. 74. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 1 21.7 44.9 -97.5 | | T 0. -23. 45. -98. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 1 11.7 -97.4 -2251.1 | | T -97. -2251. -97. -2251. 0. 0. 0. 0. 0. 0. 12. 1.000
|L 1 11.7 24.1 52.5 | | B 0. 0. 24. 52. 0. 0. 0. 0. 0. 0. 12. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Fundacao |
.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.
PILAR:P28 num. 28 Valores Intermediarios de Calculo
.----.-----------.------------.------------. .------.------.------.------.------.----.----.------.------.------.------.------.----.
LANC Vd (tf) Mdx (tf,cm) Mdy (tf,cm)| | OBS | MCx | MCy | M1x | M1y |LAMB|LBLM| M2x | M2y | MOx | MOy | VC |Cmaj|
.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.
| Cobertura .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 3 7.4 -15.4 351.7 | | T -2. 352. -15. 352. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 7.4 27.3 -155.5 | | M 3. -156. 15. -156. 57. 35. 12. 0. 0. 0. 7. 1.000
140
|L 3 7.4 15.4 -388.8 | | B 3. -389. 15. -389. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 7.2 -15.0 290.8 | | T -2. 291. -15. 291. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 7.2 26.6 -151.4 | | M 3. -151. 15. -151. 57. 35. 12. 0. 0. 0. 7. 1.000
|L 3 7.2 15.0 -378.4 | | B 3. -378. 15. -378. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 7.6 -15.8 412.4 | | T -2. 412. -16. 412. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 7.7 28.3 181.0 | | M 1. 181. 16. 181. 57. 35. 12. 0. 0. 0. 8. 1.000
|L 3 7.6 15.8 -398.9 | | B 3. -399. 16. -399. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 9.1 -76.3 325.5 | | T -76. 325. -76. 325. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 9.1 -30.5 -153.5 | | M -31. -153. -31. -153. 57. 68. 0. 0. 0. 0. 9. 1.000
|L 3 9.1 61.2 -383.7 | | B 61. -384. 61. -384. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 5.8 72.8 378.1 | | T 73. 378. 73. 378. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 3 5.8 29.1 -157.6 | | M 29. -158. 29. -158. 57. 71. 0. 0. 0. 0. 6. 1.000
|L 3 5.8 -55.4 -394.0 | | B -55. -394. -55. -394. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 3 7.1 -14.8 291.6 | | T -1. 292. -15. 292. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 7.1 26.2 -151.5 | | M 2. -151. 15. -151. 57. 35. 11. 0. 0. 0. 7. 1.000
|L 3 7.1 14.8 -378.7 | | B 2. -379. 15. -379. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 7.8 -16.1 451.8 | | T -2. 452. -16. 452. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 7.8 28.6 180.7 | | M 2. 181. 16. 181. 57. 35. 12. 0. 0. 0. 8. 1.000
|L 3 7.8 16.1 -396.5 | | B 2. -396. 16. -396. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 10.2 -126.0 306.7 | | T -126. 307. -126. 307. 0. 0. 0. 0. 0. 0. 10. 1.000
|L 3 10.2 -50.4 -148.5 | | M -50. -148. -50. -148. 57. 71. 0. 0. 0. 0. 10. 1.000
|L 3 10.2 100.0 -371.1 | | B 100. -371. 100. -371. 0. 0. 0. 0. 0. 0. 10. 1.000
|L 3 4.6 122.4 394.2 | | T 122. 394. 122. 394. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 3 4.6 -94.2 -388.2 | | B -94. -388. -94. -388. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 3 7.3 -15.2 352.4 | | T -1. 352. -15. 352. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 7.3 27.0 -155.6 | | M 2. -156. 15. -156. 57. 35. 12. 0. 0. 0. 7. 1.000
|L 3 7.3 15.2 -389.1 | | B 2. -389. 15. -389. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 7.6 -15.6 413.3 | | T -1. 413. -16. 413. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 7.6 27.8 165.3 | | M 2. 165. 16. 165. 57. 35. 12. 0. 0. 0. 8. 1.000
|L 3 7.6 15.6 -399.1 | | B 2. -399. 16. -399. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 9.0 -75.2 326.2 | | T -75. 326. -75. 326. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 9.0 -30.1 -153.6 | | M -30. -154. -30. -154. 57. 68. 0. 0. 0. 0. 9. 1.000
|L 3 9.0 60.2 -384.0 | | B 60. -384. 60. -384. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 5.7 73.9 378.8 | | T 74. 379. 74. 379. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 3 5.7 29.6 -157.7 | | M 30. -158. 30. -158. 57. 71. 0. 0. 0. 0. 6. 1.000
|L 3 5.7 -56.4 -394.2 | | B -56. -394. -56. -394. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 3 7.0 -14.5 249.8 | | T -1. 250. -14. 250. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 7.0 25.7 -145.1 | | M 3. -145. 14. -145. 57. 35. 11. 0. 0. 0. 7. 1.000
|L 3 7.0 14.5 -362.7 | | B 3. -363. 14. -363. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 7.7 15.9 452.5 | | T 0. 452. 16. 452. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 7.7 15.9 -396.8 | | B 1. -397. 16. -397. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 10.1 -125.0 307.4 | | T -125. 307. -125. 307. 0. 0. 0. 0. 0. 0. 10. 1.000
|L 3 10.1 -50.0 -148.6 | | M -50. -149. -50. -149. 57. 71. 0. 0. 0. 0. 10. 1.000
|L 3 10.1 99.0 -371.4 | | B 99. -371. 99. -371. 0. 0. 0. 0. 0. 0. 10. 1.000
|L 3 4.6 123.3 394.9 | | T 123. 395. 123. 395. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 3 4.6 -95.2 -388.5 | | B -95. -389. -95. -389. 0. 0. 0. 0. 0. 0. 5. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 2o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 2 22.7 -47.0 508.2 | | T -5. 508. -47. 508. 0. 0. 0. 0. 0. 0. 23. 1.000
|L 2 22.7 83.5 -237.3 | | M 6. -237. 47. -237. 57. 35. 36. 0. 0. 0. 23. 1.000
|L 2 22.7 47.0 -593.2 | | B 6. -593. 47. -593. 0. 0. 0. 0. 0. 0. 23. 1.000
|L 2 22.2 -45.9 412.3 | | T -6. 412. -46. 412. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 2 22.2 81.4 -224.2 | | M 6. -224. 46. -224. 57. 35. 36. 0. 0. 0. 22. 1.000
|L 2 22.2 45.9 -560.4 | | B 6. -560. 46. -560. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 2 23.3 -48.2 604.4 | | T -4. 604. -48. 604. 0. 0. 0. 0. 0. 0. 23. 1.000
|L 2 23.3 85.6 -250.4 | | M 5. -250. 48. -250. 57. 35. 37. 0. 0. 0. 23. 1.000
|L 2 23.3 48.2 -626.1 | | B 5. -626. 48. -626. 0. 0. 0. 0. 0. 0. 23. 1.000
|L 2 26.5 -121.9 465.8 | | T -122. 466. -122. 466. 0. 0. 0. 0. 0. 0. 26. 1.000
|L 2 26.5 -54.8 -212.5 | | M -49. -212. -55. -212. 57. 65. 0. 0. 0. 0. 26. 1.000
|L 2 26.5 114.9 -531.2 | | B 115. -531. 115. -531. 0. 0. 0. 0. 0. 0. 26. 1.000
|L 2 18.8 113.3 551.2 | | T 113. 551. 113. 551. 0. 0. 0. 0. 0. 0. 19. 1.000
|L 2 18.8 45.3 -262.2 | | M 45. -262. 45. -262. 57. 66. 0. 0. 0. 0. 19. 1.000
|L 2 18.8 -105.0 -655.6 | | B -105. -656. -105. -656. 0. 0. 0. 0. 0. 0. 19. 1.000
|L 2 21.4 -44.2 330.7 | | T -6. 331. -44. 331. 0. 0. 0. 0. 0. 0. 21. 1.000
|L 2 21.4 78.5 -208.2 | | M 6. -208. 44. -208. 57. 35. 34. 0. 0. 0. 21. 1.000
|L 2 21.4 44.2 -520.4 | | B 6. -520. 44. -520. 0. 0. 0. 0. 0. 0. 21. 1.000
|L 2 23.3 -48.2 650.9 | | T -4. 651. -48. 651. 0. 0. 0. 0. 0. 0. 23. 1.000
|L 2 23.3 85.5 260.3 | | M 5. 260. 48. 260. 57. 35. 37. 0. 0. 0. 23. 1.000
|L 2 23.3 48.2 -629.6 | | B 5. -630. 48. -630. 0. 0. 0. 0. 0. 0. 23. 1.000
|L 2 28.5 -199.8 419.9 | | T -200. 420. -200. 420. 0. 0. 0. 0. 0. 0. 29. 1.000
|L 2 28.5 -79.9 -188.7 | | M -80. -189. -80. -189. 57. 67. 0. 0. 0. 0. 29. 1.000
|L 2 28.5 187.6 -471.7 | | B 188. -472. 188. -472. 0. 0. 0. 0. 0. 0. 29. 1.000
|L 2 16.1 190.4 561.1 | | T 190. 561. 190. 561. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 2 16.1 76.2 -271.4 | | M 76. -271. 76. -271. 57. 70. 0. 0. 0. 0. 16. 1.000
|L 2 16.1 -177.2 -678.6 | | B -177. -679. -177. -679. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 2 22.5 -46.7 508.6 | | T -4. 509. -47. 509. 0. 0. 0. 0. 0. 0. 23. 1.000
|L 2 22.5 82.8 -237.3 | | M 5. -237. 47. -237. 57. 35. 36. 0. 0. 0. 23. 1.000
|L 2 22.5 46.7 -593.3 | | B 5. -593. 47. -593. 0. 0. 0. 0. 0. 0. 23. 1.000
|L 2 22.0 -45.5 412.7 | | T -5. 413. -45. 413. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 2 22.0 80.7 -224.2 | | M 5. -224. 45. -224. 57. 35. 35. 0. 0. 0. 22. 1.000
|L 2 22.0 45.5 -560.6 | | B 5. -561. 45. -561. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 2 23.1 84.9 -250.4 | | M 4. -250. 48. -250. 57. 35. 37. 0. 0. 0. 23. 1.000
|L 2 26.3 -121.1 466.3 | | T -121. 466. -121. 466. 0. 0. 0. 0. 0. 0. 26. 1.000
|L 2 26.3 -54.4 -212.5 | | M -49. -213. -54. -213. 57. 65. 0. 0. 0. 0. 26. 1.000
|L 2 26.3 114.1 -531.3 | | B 114. -531. 114. -531. 0. 0. 0. 0. 0. 0. 26. 1.000
|L 2 21.2 -43.8 331.1 | | T -5. 331. -44. 331. 0. 0. 0. 0. 0. 0. 21. 1.000
|L 2 21.2 77.8 -208.2 | | M 5. -208. 44. -208. 57. 35. 34. 0. 0. 0. 21. 1.000
|L 2 23.1 -47.8 651.3 | | T -3. 651. -48. 651. 0. 0. 0. 0. 0. 0. 23. 1.000
|L 2 23.1 84.8 260.5 | | M 4. 261. 48. 261. 57. 35. 37. 0. 0. 0. 23. 1.000
|L 2 23.1 47.8 -629.7 | | B 4. -630. 48. -630. 0. 0. 0. 0. 0. 0. 23. 1.000
|L 2 28.4 -198.9 420.4 | | T -199. 420. -199. 420. 0. 0. 0. 0. 0. 0. 28. 1.000
|L 2 28.4 186.9 -471.7 | | B 187. -472. 187. -472. 0. 0. 0. 0. 0. 0. 28. 1.000
|L 2 15.9 191.2 561.7 | | T 191. 562. 191. 562. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 2 15.9 76.5 -271.4 | | M 76. -271. 76. -271. 57. 70. 0. 0. 0. 0. 16. 1.000
|L 2 15.9 -177.9 -678.6 | | B -178. -679. -178. -679. 0. 0. 0. 0. 0. 0. 16. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 1o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 1 38.1 -79.0 265.6 | | T -4. 266. -79. 266. 0. 0. 0. 0. 0. 0. 38. 1.000
|L 1 38.1 -153.6 205.1 | | M -4. 205. -79. 205. 62. 35. -75. 0. 0. 0. 38. 1.000
|L 1 38.1 79.0 114.4 | | B 0. 0. 79. 114. 0. 0. 0. 0. 0. 0. 38. 1.000
|L 1 37.0 -76.7 144.6 | | T -4. 145. -77. 145. 0. 0. 0. 0. 0. 0. 37. 1.000
|L 1 37.0 -149.1 131.2 | | M -4. 131. -77. 131. 62. 35. -72. 0. 0. 0. 37. 1.000
|L 1 37.0 76.7 111.1 | | B 0. 0. 77. 111. 0. 0. 0. 0. 0. 0. 37. 1.000
|L 1 39.2 -81.2 386.5 | | T -3. 387. -81. 387. 0. 0. 0. 0. 0. 0. 39. 1.000
|L 1 39.2 -158.0 279.0 | | M -3. 279. -81. 279. 62. 35. -77. 0. 0. 0. 39. 1.000
|L 1 39.2 81.2 117.7 | | B 0. 0. 81. 118. 0. 0. 0. 0. 0. 0. 39. 1.000
|L 1 45.0 -93.0 277.5 | | T -92. 277. -93. 277. 0. 0. 0. 0. 0. 0. 45. 1.000
|L 1 45.0 -181.0 220.4 | | M -92. 220. -93. 220. 62. 35. -88. 0. 0. 0. 45. 1.000
|L 1 45.0 93.0 134.9 | | B 0. 0. 93. 135. 0. 0. 0. 0. 0. 0. 45. 1.000
|L 1 31.1 86.0 254.0 | | T 86. 254. 86. 254. 0. 0. 0. 0. 0. 0. 31. 1.000
|L 1 31.3 142.1 189.7 | | M 77. 190. 77. 190. 62. 35. 65. 0. 0. 0. 31. 1.000
|L 1 35.5 -142.8 106.4 | | M -4. 56. -73. 106. 62. 35. -69. 0. 0. 0. 35. 1.000
|L 1 35.5 73.4 106.4 | | B 0. 0. 73. 106. 0. 0. 0. 0. 0. 0. 35. 1.000
|L 1 39.1 -81.0 459.1 | | T -3. 459. -81. 459. 0. 0. 0. 0. 0. 0. 39. 1.000
|L 1 39.1 -157.6 322.4 | | M -3. 322. -81. 322. 62. 35. -77. 0. 0. 0. 39. 1.000
141
|L 1 48.7 -151.5 277.2 | | T -151. 277. -151. 277. 0. 0. 0. 0. 0. 0. 49. 1.000
|L 1 48.7 100.7 146.0 | | B 0. 0. 101. 146. 0. 0. 0. 0. 0. 0. 49. 1.000
|L 1 25.7 145.2 237.9 | | T 145. 238. 145. 238. 0. 0. 0. 0. 0. 0. 26. 1.000
|L 1 25.9 171.0 173.6 | | M 108. 174. 108. 174. 62. 37. 63. 0. 0. 0. 26. 1.000
|L 1 37.9 -78.5 265.9 | | T -3. 266. -78. 266. 0. 0. 0. 0. 0. 0. 38. 1.000
|L 1 36.8 -76.2 144.9 | | T -4. 145. -76. 145. 0. 0. 0. 0. 0. 0. 37. 1.000
|L 1 44.7 -92.5 277.9 | | T -92. 278. -93. 278. 0. 0. 0. 0. 0. 0. 45. 1.000
|L 1 38.9 -80.5 459.5 | | T -3. 459. -81. 459. 0. 0. 0. 0. 0. 0. 39. 1.000
|L 1 48.4 -151.1 277.6 | | T -151. 278. -151. 278. 0. 0. 0. 0. 0. 0. 48. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Fundacao |
.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.
PILAR:P29 num. 29 Valores Intermediarios de Calculo
.----.-----------.------------.------------. .------.------.------.------.------.----.----.------.------.------.------.------.----.
LANC Vd (tf) Mdx (tf,cm) Mdy (tf,cm)| | OBS | MCx | MCy | M1x | M1y |LAMB|LBLM| M2x | M2y | MOx | MOy | VC |Cmaj|
.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.
| Cobertura .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 3 7.3 -15.0 237.9 | | T -3. 238. -15. 238. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 7.3 26.6 -98.4 | | M 3. -98. 15. -98. 57. 35. 12. 0. 0. 0. 7. 1.000
|L 3 7.3 15.0 -246.0 | | B 3. -246. 15. -246. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 6.9 -58.1 248.4 | | T -58. 248. -58. 248. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 6.9 42.4 -257.5 | | B 42. -257. 42. -257. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 7.0 42.8 -256.2 | | B 43. -256. 43. -256. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 7.5 -15.5 301.3 | | T -3. 301. -16. 301. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 7.6 52.5 227.4 | | T 53. 227. 53. 227. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 7.5 15.5 -271.6 | | B 4. -272. 16. -272. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 6.9 -23.6 -103.0 | | M -24. -103. -24. -103. 57. 67. 0. 0. 0. 0. 7. 1.000
|L 3 7.6 23.4 -93.8 | | M 23. -94. 23. -94. 57. 61. 0. 0. 0. 0. 8. 1.000
|L 3 7.6 -35.8 -234.5 | | B -36. -234. -36. -234. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 6.8 -14.1 131.0 | | T -2. 131. -14. 131. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 6.8 -25.0 -78.3 | | M -2. -78. -14. -78. 57. 35. -11. 0. 0. 0. 7. 1.000
|L 3 6.8 14.1 -195.9 | | B 2. -196. 14. -196. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 7.7 -15.9 342.6 | | T -4. 343. -16. 343. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 7.7 28.2 137.0 | | M 4. 137. 16. 137. 57. 35. 12. 0. 0. 0. 8. 1.000
|L 3 7.7 15.9 -282.0 | | B 4. -282. 16. -282. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 6.7 -94.9 254.2 | | T -95. 254. -95. 254. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 6.7 -38.0 -103.3 | | M -38. -103. -38. -103. 57. 72. 0. 0. 0. 0. 7. 1.000
|L 3 6.7 68.2 -258.3 | | B 68. -258. 68. -258. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 7.8 89.3 219.2 | | T 89. 219. 89. 219. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 7.8 35.7 -88.0 | | M 36. -88. 36. -88. 57. 70. 0. 0. 0. 0. 8. 1.000
|L 3 7.8 -62.0 -219.9 | | B -62. -220. -62. -220. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 7.3 -15.1 236.9 | | T -3. 237. -15. 237. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 7.3 26.7 -97.9 | | M 4. -98. 15. -98. 57. 35. 12. 0. 0. 0. 7. 1.000
|L 3 7.3 15.1 -244.7 | | B 4. -245. 15. -245. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 7.0 -58.5 247.2 | | T -59. 247. -59. 247. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 7.0 25.8 -87.5 | | M 3. -88. 15. -88. 57. 35. 11. 0. 0. 0. 7. 1.000
|L 3 7.0 14.5 -218.8 | | B 3. -219. 15. -219. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 7.5 -15.6 300.3 | | T -4. 300. -16. 300. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 7.5 15.6 -270.3 | | B 4. -270. 16. -270. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 7.0 -23.7 -102.5 | | M -24. -102. -24. -102. 57. 67. 0. 0. 0. 0. 7. 1.000
|L 3 6.8 -14.2 130.1 | | T -3. 130. -14. 130. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 6.8 25.1 -77.8 | | M 3. -78. 14. -78. 57. 35. 11. 0. 0. 0. 7. 1.000
|L 3 6.8 14.2 -194.6 | | B 3. -195. 14. -195. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 7.7 -15.9 341.6 | | T -4. 342. -16. 342. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 7.7 28.3 136.6 | | M 4. 137. 16. 137. 57. 35. 12. 0. 0. 0. 8. 1.000
|L 3 7.7 15.9 -280.7 | | B 4. -281. 16. -281. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 6.7 -95.3 253.3 | | T -95. 253. -95. 253. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 6.7 -38.1 -102.8 | | M -38. -103. -38. -103. 57. 72. 0. 0. 0. 0. 7. 1.000
|L 3 6.7 68.6 -257.0 | | B 69. -257. 69. -257. 0. 0. 0. 0. 0. 0. 7. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 2o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 2 21.8 -45.1 300.9 | | T -4. 301. -45. 301. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 2 21.8 -80.0 -138.9 | | M -4. -139. -45. -139. 57. 35. -35. 0. 0. 0. 22. 1.000
|L 2 21.8 45.1 -347.2 | | B 4. -347. 45. -347. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 2 20.9 -43.2 164.2 | | T -4. 164. -43. 164. 0. 0. 0. 0. 0. 0. 21. 1.000
|L 2 20.9 -76.7 -116.4 | | M -4. -116. -43. -116. 57. 35. -33. 0. 0. 0. 21. 1.000
|L 2 20.9 43.2 -261.8 | | B 3. -262. 43. -262. 0. 0. 0. 0. 0. 0. 21. 1.000
|L 2 22.9 -47.3 516.2 | | T -5. 516. -47. 516. 0. 0. 0. 0. 0. 0. 23. 1.000
|L 2 22.9 84.0 206.5 | | M 6. 206. 47. 206. 57. 35. 37. 0. 0. 0. 23. 1.000
|L 2 22.9 47.3 -476.7 | | B 6. -477. 47. -477. 0. 0. 0. 0. 0. 0. 23. 1.000
|L 2 21.1 -94.9 299.6 | | T -95. 300. -95. 300. 0. 0. 0. 0. 0. 0. 21. 1.000
|L 2 21.1 -43.7 -138.4 | | M -43. -138. -44. -138. 57. 59. 0. 0. 0. 0. 21. 1.000
|L 2 21.1 79.7 -346.1 | | B 80. -346. 80. -346. 0. 0. 0. 0. 0. 0. 21. 1.000
|L 2 22.4 86.5 302.3 | | T 87. 302. 87. 302. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 2 22.4 86.5 -139.3 | | M 42. -139. 46. -139. 57. 54. 36. 0. 0. 0. 22. 1.000
|L 2 22.4 -71.1 -348.3 | | B -71. -348. -71. -348. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 2 19.8 -41.1 60.2 | | T -3. 60. -41. 60. 0. 0. 0. 0. 0. 0. 20. 1.000
|L 2 19.8 -72.9 -114.7 | | M -3. -115. -41. -115. 57. 35. -32. 0. 0. 0. 20. 1.000
|L 2 19.8 41.1 -191.7 | | B 2. -192. 41. -192. 0. 0. 0. 0. 0. 0. 20. 1.000
|L 2 20.3 -155.0 285.6 | | T -155. 286. -155. 286. 0. 0. 0. 0. 0. 0. 20. 1.000
|L 2 20.3 -62.0 -132.9 | | M -62. -133. -62. -133. 57. 68. 0. 0. 0. 0. 20. 1.000
|L 2 20.3 129.5 -332.2 | | B 130. -332. 130. -332. 0. 0. 0. 0. 0. 0. 20. 1.000
|L 2 22.4 147.3 290.2 | | T 147. 290. 147. 290. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 2 22.4 -121.7 -335.9 | | B -122. -336. -122. -336. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 2 21.8 -45.2 300.0 | | T -5. 300. -45. 300. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 2 21.8 -80.2 -138.4 | | M -5. -138. -45. -138. 57. 35. -35. 0. 0. 0. 22. 1.000
|L 2 21.8 45.2 -345.9 | | B 5. -346. 45. -346. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 2 20.9 -76.8 -116.0 | | M -4. -116. -43. -116. 57. 35. -34. 0. 0. 0. 21. 1.000
|L 2 21.2 -95.3 298.8 | | T -95. 299. -95. 299. 0. 0. 0. 0. 0. 0. 21. 1.000
|L 2 21.2 -43.8 -137.9 | | M -43. -138. -44. -138. 57. 59. 0. 0. 0. 0. 21. 1.000
|L 2 21.2 79.9 -344.8 | | B 80. -345. 80. -345. 0. 0. 0. 0. 0. 0. 21. 1.000
|L 2 19.9 -41.2 59.6 | | T -3. 60. -41. 60. 0. 0. 0. 0. 0. 0. 20. 1.000
|L 2 19.9 -73.1 -114.3 | | M -3. -114. -41. -114. 57. 35. -32. 0. 0. 0. 20. 1.000
|L 2 19.9 41.2 -190.4 | | B 2. -190. 41. -190. 0. 0. 0. 0. 0. 0. 20. 1.000
|L 2 22.9 -47.4 515.5 | | T -6. 515. -47. 515. 0. 0. 0. 0. 0. 0. 23. 1.000
|L 2 22.9 84.2 206.2 | | M 6. 206. 47. 206. 57. 35. 37. 0. 0. 0. 23. 1.000
|L 2 22.9 47.4 -475.4 | | B 6. -475. 47. -475. 0. 0. 0. 0. 0. 0. 23. 1.000
|L 2 20.3 -155.3 284.9 | | T -155. 285. -155. 285. 0. 0. 0. 0. 0. 0. 20. 1.000
|L 2 20.3 -62.1 -132.4 | | M -62. -132. -62. -132. 57. 68. 0. 0. 0. 0. 20. 1.000
|L 2 20.3 129.8 -331.1 | | B 130. -331. 130. -331. 0. 0. 0. 0. 0. 0. 20. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 1o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 1 36.0 -74.5 145.0 | | T -3. 145. -75. 145. 0. 0. 0. 0. 0. 0. 36. 1.000
|L 1 36.0 -144.9 130.2 | | M -3. 130. -75. 130. 62. 35. -70. 0. 0. 0. 36. 1.000
|L 1 36.0 74.6 108.1 | | B 0. 0. 75. 108. 0. 0. 0. 0. 0. 0. 36. 1.000
|L 1 34.2 -137.6 -102.6 | | M -3. -4. -71. -103. 62. 35. -67. 0. 0. 0. 34. 1.000
|L 1 34.2 70.8 102.6 | | B 0. 0. 71. 103. 0. 0. 0. 0. 0. 0. 34. 1.000
|L 1 37.9 -78.4 294.0 | | T -4. 294. -78. 294. 0. 0. 0. 0. 0. 0. 38. 1.000
|L 1 37.9 -152.4 221.8 | | M -4. 222. -78. 222. 62. 35. -74. 0. 0. 0. 38. 1.000
|L 1 37.9 78.5 113.7 | | B 0. 0. 78. 114. 0. 0. 0. 0. 0. 0. 38. 1.000
142
|L 1 34.7 -73.1 162.1 | | T -73. 162. -73. 162. 0. 0. 0. 0. 0. 0. 35. 1.000
|L 1 34.7 71.9 104.2 | | B 0. 0. 72. 104. 0. 0. 0. 0. 0. 0. 35. 1.000
|L 1 37.3 77.2 128.0 | | T 67. 128. 77. 128. 0. 0. 0. 0. 0. 0. 37. 1.000
|L 1 37.3 150.2 121.5 | | M 67. 122. 77. 122. 62. 35. 73. 0. 0. 0. 37. 1.000
|L 1 32.1 -66.5 -109.2 | | T -2. -109. -66. -109. 0. 0. 0. 0. 0. 0. 32. 1.000
|L 1 32.1 -129.3 -96.4 | | M -2. -44. -66. -96. 62. 35. -63. 0. 0. 0. 32. 1.000
|L 1 32.1 66.5 96.4 | | B 0. 0. 66. 96. 0. 0. 0. 0. 0. 0. 32. 1.000
|L 1 38.3 -79.2 387.5 | | T -4. 388. -79. 388. 0. 0. 0. 0. 0. 0. 38. 1.000
|L 1 38.3 -154.1 278.5 | | M -4. 278. -79. 278. 62. 35. -75. 0. 0. 0. 38. 1.000
|L 1 38.3 79.4 115.0 | | B 0. 0. 79. 115. 0. 0. 0. 0. 0. 0. 38. 1.000
|L 1 33.0 -119.7 167.6 | | T -120. 168. -120. 168. 0. 0. 0. 0. 0. 0. 33. 1.000
|L 1 33.1 68.4 99.2 | | B 0. 0. 68. 99. 0. 0. 0. 0. 0. 0. 33. 1.000
|L 1 37.4 178.8 112.2 | | M 100. 110. 100. 112. 62. 35. 79. 0. 0. 0. 37. 1.000
|L 1 36.0 -74.6 144.8 | | T -3. 145. -75. 145. 0. 0. 0. 0. 0. 0. 36. 1.000
|L 1 36.0 -145.1 130.1 | | M -3. 130. -75. 130. 62. 35. -71. 0. 0. 0. 36. 1.000
|L 1 34.2 -70.8 -102.6 | | T -3. -4. -71. -103. 0. 0. 0. 0. 0. 0. 34. 1.000
|L 1 34.7 -73.2 161.8 | | T -73. 162. -73. 162. 0. 0. 0. 0. 0. 0. 35. 1.000
|L 1 37.4 77.3 127.7 | | T 67. 128. 77. 128. 0. 0. 0. 0. 0. 0. 37. 1.000
|L 1 37.4 150.4 121.4 | | M 67. 121. 77. 121. 62. 35. 73. 0. 0. 0. 37. 1.000
|L 1 38.3 -79.4 387.4 | | T -4. 387. -79. 387. 0. 0. 0. 0. 0. 0. 38. 1.000
|L 1 38.3 -154.3 278.4 | | M -4. 278. -79. 278. 62. 35. -75. 0. 0. 0. 38. 1.000
|L 1 33.1 -119.8 167.4 | | T -120. 167. -120. 167. 0. 0. 0. 0. 0. 0. 33. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Fundacao |
.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.
PILAR:P30 num. 30 Valores Intermediarios de Calculo
.----.-----------.------------.------------. .------.------.------.------.------.----.----.------.------.------.------.------.----.
LANC Vd (tf) Mdx (tf,cm) Mdy (tf,cm)| | OBS | MCx | MCy | M1x | M1y |LAMB|LBLM| M2x | M2y | MOx | MOy | VC |Cmaj|
.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.
| Cobertura .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 3 7.2 -14.8 236.3 | | T -2. 236. -15. 236. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 7.2 26.3 -97.4 | | M 3. -97. 15. -97. 57. 35. 12. 0. 0. 0. 7. 1.000
|L 3 7.2 14.8 -243.5 | | B 3. -243. 15. -243. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 6.9 -14.3 172.8 | | T -1. 173. -14. 173. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 6.9 25.4 -87.0 | | M 3. -87. 14. -87. 57. 35. 11. 0. 0. 0. 7. 1.000
|L 3 6.9 14.3 -217.4 | | B 3. -217. 14. -217. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 7.4 -15.4 299.9 | | T -2. 300. -15. 300. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 7.4 27.3 120.0 | | M 3. 120. 15. 120. 57. 35. 12. 0. 0. 0. 7. 1.000
|L 3 7.4 15.4 -269.2 | | B 3. -269. 15. -269. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 7.5 -57.0 226.2 | | T -57. 226. -57. 226. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 7.5 -23.6 -92.8 | | M -24. -93. -24. -93. 57. 65. 0. 0. 0. 0. 7. 1.000
|L 3 7.5 41.9 -232.1 | | B 42. -232. 42. -232. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 6.8 53.5 246.5 | | T 53. 247. 53. 247. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 6.8 23.3 -101.9 | | M 23. -102. 23. -102. 57. 63. 0. 0. 0. 0. 7. 1.000
|L 3 6.8 -36.1 -254.8 | | B -36. -255. -36. -255. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 6.7 -13.9 129.2 | | T -1. 129. -14. 129. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 6.7 24.7 -77.3 | | M 2. -77. 14. -77. 57. 35. 11. 0. 0. 0. 7. 1.000
|L 3 6.7 13.9 -193.2 | | B 2. -193. 14. -193. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 7.6 -15.7 341.3 | | T -3. 341. -16. 341. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 7.6 27.9 136.5 | | M 4. 137. 16. 137. 57. 35. 12. 0. 0. 0. 8. 1.000
|L 3 7.6 15.7 -279.6 | | B 4. -280. 16. -280. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 7.7 -93.8 218.4 | | T -94. 218. -94. 218. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 7.7 67.9 -217.7 | | B 68. -218. 68. -218. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 6.6 90.2 252.3 | | T 90. 252. 90. 252. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 6.6 36.1 -102.3 | | M 36. -102. 36. -102. 57. 71. 0. 0. 0. 0. 7. 1.000
|L 3 6.6 -62.2 -255.6 | | B -62. -256. -62. -256. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 7.2 -14.9 235.3 | | T -1. 235. -15. 235. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 7.2 26.4 -96.9 | | M 3. -97. 15. -97. 57. 35. 12. 0. 0. 0. 7. 1.000
|L 3 7.2 14.9 -242.2 | | B 3. -242. 15. -242. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 6.9 -14.4 171.6 | | T -1. 172. -14. 172. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 6.9 25.5 -86.5 | | M 2. -86. 14. -86. 57. 35. 11. 0. 0. 0. 7. 1.000
|L 3 6.9 14.4 -216.2 | | B 2. -216. 14. -216. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 7.5 -15.4 298.9 | | T -2. 299. -15. 299. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 7.5 27.4 119.6 | | M 3. 120. 15. 120. 57. 35. 12. 0. 0. 0. 7. 1.000
|L 3 7.5 15.4 -268.0 | | B 3. -268. 15. -268. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 6.9 54.0 245.4 | | T 54. 245. 54. 245. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 6.9 23.4 -101.4 | | M 23. -101. 23. -101. 57. 63. 0. 0. 0. 0. 7. 1.000
|L 3 6.9 -36.7 -253.5 | | B -37. -254. -37. -254. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 6.8 -14.0 128.2 | | T -1. 128. -14. 128. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 6.8 24.9 -76.8 | | M 2. -77. 14. -77. 57. 35. 11. 0. 0. 0. 7. 1.000
|L 3 6.8 14.0 -192.1 | | B 2. -192. 14. -192. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 7.6 -15.8 340.2 | | T -2. 340. -16. 340. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 7.6 28.0 136.1 | | M 3. 136. 16. 136. 57. 35. 12. 0. 0. 0. 8. 1.000
|L 3 7.6 15.8 -278.3 | | B 3. -278. 16. -278. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 6.7 90.7 251.2 | | T 91. 251. 91. 251. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 6.7 36.3 -101.8 | | M 36. -102. 36. -102. 57. 71. 0. 0. 0. 0. 7. 1.000
|L 3 6.7 -62.6 -254.4 | | B -63. -254. -63. -254. 0. 0. 0. 0. 0. 0. 7. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 2o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 2 21.6 -44.8 299.9 | | T -4. 300. -45. 300. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 2 21.6 -79.5 -138.0 | | M -4. -138. -45. -138. 57. 35. -35. 0. 0. 0. 22. 1.000
|L 2 21.6 44.8 -345.0 | | B 4. -345. 45. -345. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 2 20.7 -42.9 163.0 | | T -4. 163. -43. 163. 0. 0. 0. 0. 0. 0. 21. 1.000
|L 2 20.7 -76.1 -115.2 | | M -4. -115. -43. -115. 57. 35. -33. 0. 0. 0. 21. 1.000
|L 2 20.7 42.9 -259.3 | | B 4. -259. 43. -259. 0. 0. 0. 0. 0. 0. 21. 1.000
|L 2 22.7 -47.0 515.8 | | T -5. 516. -47. 516. 0. 0. 0. 0. 0. 0. 23. 1.000
|L 2 22.7 83.5 206.3 | | M 6. 206. 47. 206. 57. 35. 36. 0. 0. 0. 23. 1.000
|L 2 22.7 47.0 -475.2 | | B 6. -475. 47. -475. 0. 0. 0. 0. 0. 0. 23. 1.000
|L 2 22.3 -95.1 301.1 | | T -95. 301. -95. 301. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 2 22.3 -95.1 -138.3 | | M -44. -138. -46. -138. 57. 57. -36. 0. 0. 0. 22. 1.000
|L 2 22.3 79.7 -345.8 | | B 80. -346. 80. -346. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 2 21.0 86.4 298.6 | | T 86. 299. 86. 299. 0. 0. 0. 0. 0. 0. 21. 1.000
|L 2 21.0 86.4 -137.7 | | M 41. -138. 43. -138. 57. 56. 34. 0. 0. 0. 21. 1.000
|L 2 21.0 -71.0 -344.3 | | B -71. -344. -71. -344. 0. 0. 0. 0. 0. 0. 21. 1.000
|L 2 19.7 -40.9 59.2 | | T -3. 58. -41. 59. 0. 0. 0. 0. 0. 0. 20. 1.000
|L 2 19.7 -72.4 -113.5 | | M -4. -114. -41. -114. 57. 35. -32. 0. 0. 0. 20. 1.000
|L 2 19.7 40.8 -189.0 | | B 3. -189. 41. -189. 0. 0. 0. 0. 0. 0. 20. 1.000
|L 2 22.3 -155.3 289.1 | | T -155. 289. -155. 289. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 2 22.3 129.6 -333.2 | | B 130. -333. 130. -333. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 2 20.1 146.7 284.9 | | T 147. 285. 147. 285. 0. 0. 0. 0. 0. 0. 20. 1.000
|L 2 20.1 58.7 -132.3 | | M 59. -132. 59. -132. 57. 67. 0. 0. 0. 0. 20. 1.000
|L 2 20.1 -121.2 -330.7 | | B -121. -331. -121. -331. 0. 0. 0. 0. 0. 0. 20. 1.000
|L 2 21.7 -44.9 299.0 | | T -4. 299. -45. 299. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 2 21.7 -79.6 -137.5 | | M -4. -137. -45. -137. 57. 35. -35. 0. 0. 0. 22. 1.000
|L 2 21.7 44.9 -343.7 | | B 4. -344. 45. -344. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 2 20.8 -43.0 162.1 | | T -4. 162. -43. 162. 0. 0. 0. 0. 0. 0. 21. 1.000
|L 2 20.8 -76.3 -114.9 | | M -4. -115. -43. -115. 57. 35. -33. 0. 0. 0. 21. 1.000
|L 2 20.8 43.0 -258.0 | | B 3. -258. 43. -258. 0. 0. 0. 0. 0. 0. 21. 1.000
|L 2 21.0 86.8 297.8 | | T 87. 298. 87. 298. 0. 0. 0. 0. 0. 0. 21. 1.000
|L 2 21.0 86.8 -137.2 | | M 41. -137. 44. -137. 57. 56. 34. 0. 0. 0. 21. 1.000
|L 2 21.0 -71.4 -343.0 | | B -71. -343. -71. -343. 0. 0. 0. 0. 0. 0. 21. 1.000
|L 2 19.7 -72.5 -113.2 | | M -3. -113. -41. -113. 57. 35. -32. 0. 0. 0. 20. 1.000
|L 2 19.7 40.9 -187.9 | | B 3. -188. 41. -188. 0. 0. 0. 0. 0. 0. 20. 1.000
|L 2 22.8 -47.1 515.1 | | T -5. 515. -47. 515. 0. 0. 0. 0. 0. 0. 23. 1.000
143
|L 2 22.8 83.7 206.0 | | M 5. 206. 47. 206. 57. 35. 37. 0. 0. 0. 23. 1.000
|L 2 22.8 47.1 -473.9 | | B 5. -474. 47. -474. 0. 0. 0. 0. 0. 0. 23. 1.000
|L 2 20.2 147.1 284.1 | | T 147. 284. 147. 284. 0. 0. 0. 0. 0. 0. 20. 1.000
|L 2 20.2 58.9 -131.8 | | M 59. -132. 59. -132. 57. 67. 0. 0. 0. 0. 20. 1.000
|L 2 20.2 -121.5 -329.6 | | B -122. -330. -122. -330. 0. 0. 0. 0. 0. 0. 20. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 1o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 1 35.8 -74.2 147.4 | | T -3. 147. -74. 147. 0. 0. 0. 0. 0. 0. 36. 1.000
|L 1 35.8 -144.3 131.5 | | M -3. 131. -74. 131. 62. 35. -70. 0. 0. 0. 36. 1.000
|L 1 35.9 74.3 107.7 | | B 0. 0. 74. 108. 0. 0. 0. 0. 0. 0. 36. 1.000
|L 1 34.0 -137.1 -102.1 | | M -2. -2. -70. -102. 62. 35. -67. 0. 0. 0. 34. 1.000
|L 1 34.0 70.5 102.1 | | B 0. 0. 70. 102. 0. 0. 0. 0. 0. 0. 34. 1.000
|L 1 37.7 -78.1 296.5 | | T -3. 297. -78. 297. 0. 0. 0. 0. 0. 0. 38. 1.000
|L 1 37.7 -151.8 223.2 | | M -3. 223. -78. 223. 62. 35. -74. 0. 0. 0. 38. 1.000
|L 1 37.8 78.2 113.3 | | B 0. 0. 78. 113. 0. 0. 0. 0. 0. 0. 38. 1.000
|L 1 37.1 -76.9 130.1 | | T -73. 130. -77. 130. 0. 0. 0. 0. 0. 0. 37. 1.000
|L 1 37.1 -149.5 122.6 | | M -73. 123. -77. 123. 62. 35. -73. 0. 0. 0. 37. 1.000
|L 1 37.3 77.1 111.8 | | B 0. 0. 77. 112. 0. 0. 0. 0. 0. 0. 37. 1.000
|L 1 34.5 71.5 164.9 | | T 67. 165. 71. 165. 0. 0. 0. 0. 0. 0. 35. 1.000
|L 1 34.5 139.0 140.4 | | M 67. 140. 71. 140. 62. 35. 68. 0. 0. 0. 35. 1.000
|L 1 32.0 -66.2 -107.0 | | T -2. -107. -66. -107. 0. 0. 0. 0. 0. 0. 32. 1.000
|L 1 32.0 -128.7 -95.9 | | M -2. -43. -66. -96. 62. 35. -63. 0. 0. 0. 32. 1.000
|L 1 32.0 66.2 95.9 | | B 0. 0. 66. 96. 0. 0. 0. 0. 0. 0. 32. 1.000
|L 1 38.1 -78.9 390.0 | | T -4. 390. -79. 390. 0. 0. 0. 0. 0. 0. 38. 1.000
|L 1 38.1 -153.5 279.8 | | M -3. 280. -79. 280. 62. 35. -75. 0. 0. 0. 38. 1.000
|L 1 38.2 79.1 114.6 | | B 0. 0. 79. 115. 0. 0. 0. 0. 0. 0. 38. 1.000
|L 1 32.8 114.2 170.7 | | T 114. 171. 114. 171. 0. 0. 0. 0. 0. 0. 33. 1.000
|L 1 32.8 167.3 141.8 | | M 96. 142. 96. 142. 62. 35. 72. 0. 0. 0. 33. 1.000
|L 1 35.9 -74.3 147.1 | | T -3. 147. -74. 147. 0. 0. 0. 0. 0. 0. 36. 1.000
|L 1 35.9 -144.6 131.4 | | M -3. 131. -74. 131. 62. 35. -70. 0. 0. 0. 36. 1.000
|L 1 34.0 -70.5 -102.1 | | T -2. -2. -70. -102. 0. 0. 0. 0. 0. 0. 34. 1.000
|L 1 37.2 -77.0 129.8 | | T -73. 130. -77. 130. 0. 0. 0. 0. 0. 0. 37. 1.000
|L 1 37.2 -149.8 122.5 | | M -73. 123. -77. 123. 62. 35. -73. 0. 0. 0. 37. 1.000
|L 1 34.6 71.6 164.6 | | T 68. 165. 72. 165. 0. 0. 0. 0. 0. 0. 35. 1.000
|L 1 34.6 139.3 140.3 | | M 68. 140. 72. 140. 62. 35. 68. 0. 0. 0. 35. 1.000
|L 1 38.2 -79.1 389.8 | | T -3. 390. -79. 390. 0. 0. 0. 0. 0. 0. 38. 1.000
|L 1 38.2 -153.8 279.7 | | M -3. 280. -79. 280. 62. 35. -75. 0. 0. 0. 38. 1.000
|L 1 32.9 114.4 170.5 | | T 114. 171. 114. 171. 0. 0. 0. 0. 0. 0. 33. 1.000
|L 1 32.9 167.5 141.8 | | M 96. 142. 96. 142. 62. 35. 72. 0. 0. 0. 33. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Fundacao |
.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.
PILAR:P31 num. 31 Valores Intermediarios de Calculo
.----.-----------.------------.------------. .------.------.------.------.------.----.----.------.------.------.------.------.----.
LANC Vd (tf) Mdx (tf,cm) Mdy (tf,cm)| | OBS | MCx | MCy | M1x | M1y |LAMB|LBLM| M2x | M2y | MOx | MOy | VC |Cmaj|
.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.
| Cobertura .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 3 7.7 -15.9 343.3 | | T -2. 343. -16. 343. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 7.7 28.3 -152.7 | | M 3. -153. 16. -153. 57. 35. 12. 0. 0. 0. 8. 1.000
|L 3 7.7 15.9 -381.6 | | B 3. -382. 16. -382. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 7.5 -15.5 282.1 | | T -1. 282. -16. 282. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 7.5 27.5 -148.5 | | M 2. -148. 16. -148. 57. 35. 12. 0. 0. 0. 7. 1.000
|L 3 7.5 15.5 -371.1 | | B 2. -371. 16. -371. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 8.0 -16.5 444.5 | | T -5. 445. -16. 445. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 8.0 29.2 177.8 | | M 6. 178. 16. 178. 57. 35. 13. 0. 0. 0. 8. 1.000
|L 3 7.9 16.4 -391.7 | | B 4. -392. 16. -392. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 6.0 -76.9 369.5 | | T -77. 369. -77. 369. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 3 6.0 -30.7 -154.6 | | M -31. -155. -31. -155. 57. 71. 0. 0. 0. 0. 6. 1.000
|L 3 6.0 61.6 -386.5 | | B 62. -387. 62. -387. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 3 9.4 72.5 317.0 | | T 73. 317. 73. 317. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 9.4 29.2 -150.6 | | M 29. -151. 29. -151. 57. 67. 0. 0. 0. 0. 9. 1.000
|L 3 9.4 -55.3 -376.5 | | B -55. -376. -55. -376. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 7.4 -15.3 282.7 | | T -2. 283. -15. 283. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 7.4 27.1 -148.5 | | M 3. -149. 15. -149. 57. 35. 12. 0. 0. 0. 7. 1.000
|L 3 7.4 15.3 -371.3 | | B 3. -371. 15. -371. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 8.1 -16.7 443.9 | | T -4. 444. -17. 444. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 8.1 29.6 177.6 | | M 5. 178. 17. 178. 57. 35. 13. 0. 0. 0. 8. 1.000
|L 3 8.1 16.7 -389.3 | | B 5. -389. 17. -389. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 4.9 -126.6 385.7 | | T -127. 386. -127. 386. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 3 4.9 100.2 -380.8 | | B 100. -381. 100. -381. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 3 10.5 122.1 298.3 | | T 122. 298. 122. 298. 0. 0. 0. 0. 0. 0. 11. 1.000
|L 3 10.5 48.8 -145.7 | | M 49. -146. 49. -146. 57. 70. 0. 0. 0. 0. 11. 1.000
|L 3 10.5 -94.4 -364.1 | | B -94. -364. -94. -364. 0. 0. 0. 0. 0. 0. 11. 1.000
|L 3 7.6 -15.7 343.8 | | T -3. 344. -16. 344. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 7.6 27.9 -152.7 | | M 4. -153. 16. -153. 57. 35. 12. 0. 0. 0. 8. 1.000
|L 3 7.6 15.7 -381.8 | | B 4. -382. 16. -382. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 7.8 -16.2 405.0 | | T -4. 405. -16. 405. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 7.8 28.7 162.0 | | M 5. 162. 16. 162. 57. 35. 13. 0. 0. 0. 8. 1.000
|L 3 7.8 16.2 -391.9 | | B 5. -392. 16. -392. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 5.9 -77.8 370.0 | | T -78. 370. -78. 370. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 3 5.9 -31.1 -154.7 | | M -31. -155. -31. -155. 57. 71. 0. 0. 0. 0. 6. 1.000
|L 3 5.9 62.4 -386.7 | | B 62. -387. 62. -387. 0. 0. 0. 0. 0. 0. 6. 1.000
|L 3 9.3 71.5 317.5 | | T 72. 318. 72. 318. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 9.3 28.9 -150.7 | | M 29. -151. 29. -151. 57. 67. 0. 0. 0. 0. 9. 1.000
|L 3 9.3 -54.3 -376.7 | | B -54. -377. -54. -377. 0. 0. 0. 0. 0. 0. 9. 1.000
|L 3 7.2 -15.0 240.7 | | T -2. 241. -15. 241. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 7.2 26.6 -142.1 | | M 2. -142. 15. -142. 57. 35. 12. 0. 0. 0. 7. 1.000
|L 3 7.2 15.0 -355.3 | | B 2. -355. 15. -355. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 8.0 16.5 -389.5 | | B 6. -389. 16. -389. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 4.8 -127.4 386.4 | | T -127. 386. -127. 386. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 3 4.8 101.2 -380.9 | | B 101. -381. 101. -381. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 3 10.4 121.1 298.9 | | T 121. 299. 121. 299. 0. 0. 0. 0. 0. 0. 10. 1.000
|L 3 10.4 48.4 -145.7 | | M 48. -146. 48. -146. 57. 70. 0. 0. 0. 0. 10. 1.000
|L 3 10.4 -93.4 -364.3 | | B -93. -364. -93. -364. 0. 0. 0. 0. 0. 0. 10. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 2o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 2 23.2 -48.1 505.8 | | T -5. 506. -48. 506. 0. 0. 0. 0. 0. 0. 23. 1.000
|L 2 23.2 85.3 -233.9 | | M 5. -234. 48. -234. 57. 35. 37. 0. 0. 0. 23. 1.000
|L 2 23.2 48.1 -584.6 | | B 5. -585. 48. -585. 0. 0. 0. 0. 0. 0. 23. 1.000
|L 2 22.6 -46.9 409.4 | | T -4. 409. -47. 409. 0. 0. 0. 0. 0. 0. 23. 1.000
|L 2 22.6 -83.2 -220.6 | | M -3. -221. -47. -221. 57. 35. -36. 0. 0. 0. 23. 1.000
|L 2 22.6 46.9 -551.5 | | B 3. -551. 47. -551. 0. 0. 0. 0. 0. 0. 23. 1.000
|L 2 23.8 -49.3 602.6 | | T -6. 603. -49. 603. 0. 0. 0. 0. 0. 0. 24. 1.000
|L 2 23.8 87.5 -247.2 | | M 6. -247. 49. -247. 57. 35. 38. 0. 0. 0. 24. 1.000
|L 2 23.8 49.3 -618.1 | | B 6. -618. 49. -618. 0. 0. 0. 0. 0. 0. 24. 1.000
|L 2 19.5 -121.8 548.1 | | T -122. 548. -122. 548. 0. 0. 0. 0. 0. 0. 19. 1.000
|L 2 19.5 -48.7 -258.6 | | M -49. -259. -49. -259. 57. 67. 0. 0. 0. 0. 19. 1.000
|L 2 19.5 114.2 -646.5 | | B 114. -647. 114. -647. 0. 0. 0. 0. 0. 0. 19. 1.000
|L 2 27.0 112.8 463.3 | | T 113. 463. 113. 463. 0. 0. 0. 0. 0. 0. 27. 1.000
|L 2 27.0 55.9 -209.0 | | M 48. -209. 56. -209. 57. 62. 0. 0. 0. 0. 27. 1.000
144
|L 2 27.0 -105.1 -522.6 | | B -105. -523. -105. -523. 0. 0. 0. 0. 0. 0. 27. 1.000
|L 2 21.8 -45.2 327.6 | | T -2. 328. -45. 328. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 2 21.8 -80.2 -204.5 | | M -2. -204. -45. -204. 57. 35. -35. 0. 0. 0. 22. 1.000
|L 2 21.8 45.2 -511.1 | | B 2. -511. 45. -511. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 2 23.8 -49.2 649.6 | | T -7. 650. -49. 650. 0. 0. 0. 0. 0. 0. 24. 1.000
|L 2 23.8 87.3 259.8 | | M 7. 260. 49. 260. 57. 35. 38. 0. 0. 0. 24. 1.000
|L 2 23.8 49.2 -622.3 | | B 7. -622. 49. -622. 0. 0. 0. 0. 0. 0. 24. 1.000
|L 2 16.6 -199.5 558.7 | | T -199. 559. -199. 559. 0. 0. 0. 0. 0. 0. 17. 1.000
|L 2 16.6 -79.8 -267.8 | | M -80. -268. -80. -268. 57. 70. 0. 0. 0. 0. 17. 1.000
|L 2 16.6 186.9 -669.6 | | B 187. -670. 187. -670. 0. 0. 0. 0. 0. 0. 17. 1.000
|L 2 29.1 191.2 417.6 | | T 191. 418. 191. 418. 0. 0. 0. 0. 0. 0. 29. 1.000
|L 2 29.1 76.5 -185.4 | | M 76. -185. 76. -185. 57. 67. 0. 0. 0. 0. 29. 1.000
|L 2 29.1 -178.4 -463.4 | | B -178. -463. -178. -463. 0. 0. 0. 0. 0. 0. 29. 1.000
|L 2 23.0 -47.7 506.2 | | T -6. 506. -48. 506. 0. 0. 0. 0. 0. 0. 23. 1.000
|L 2 23.0 -84.6 -233.9 | | M -6. -234. -48. -234. 57. 35. -37. 0. 0. 0. 23. 1.000
|L 2 23.0 47.7 -584.8 | | B 6. -585. 48. -585. 0. 0. 0. 0. 0. 0. 23. 1.000
|L 2 22.4 -46.5 409.9 | | T -4. 410. -46. 410. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 2 22.4 -82.5 -220.6 | | M -4. -221. -46. -221. 57. 35. -36. 0. 0. 0. 22. 1.000
|L 2 23.6 86.7 -247.3 | | M 7. -247. 49. -247. 57. 35. 38. 0. 0. 0. 24. 1.000
|L 2 19.3 -122.6 548.5 | | T -123. 549. -123. 549. 0. 0. 0. 0. 0. 0. 19. 1.000
|L 2 19.3 -49.1 -258.6 | | M -49. -259. -49. -259. 57. 67. 0. 0. 0. 0. 19. 1.000
|L 2 19.3 114.9 -646.5 | | B 115. -647. 115. -647. 0. 0. 0. 0. 0. 0. 19. 1.000
|L 2 26.8 112.0 463.8 | | T 112. 464. 112. 464. 0. 0. 0. 0. 0. 0. 27. 1.000
|L 2 26.8 55.4 -209.1 | | M 48. -209. 55. -209. 57. 62. 0. 0. 0. 0. 27. 1.000
|L 2 26.8 -104.4 -522.8 | | B -104. -523. -104. -523. 0. 0. 0. 0. 0. 0. 27. 1.000
|L 2 21.6 -44.8 328.0 | | T -3. 328. -45. 328. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 2 21.6 -79.5 -204.5 | | M -3. -205. -45. -205. 57. 35. -35. 0. 0. 0. 22. 1.000
|L 2 21.6 44.8 -511.3 | | B 3. -511. 45. -511. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 2 23.6 -48.8 650.0 | | T -7. 650. -49. 650. 0. 0. 0. 0. 0. 0. 24. 1.000
|L 2 23.6 86.6 260.0 | | M 8. 260. 49. 260. 57. 35. 38. 0. 0. 0. 24. 1.000
|L 2 23.6 48.8 -622.4 | | B 8. -622. 49. -622. 0. 0. 0. 0. 0. 0. 24. 1.000
|L 2 16.4 -200.2 559.2 | | T -200. 559. -200. 559. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 2 16.4 -80.1 -267.9 | | M -80. -268. -80. -268. 57. 71. 0. 0. 0. 0. 16. 1.000
|L 2 16.4 187.6 -669.8 | | B 188. -670. 188. -670. 0. 0. 0. 0. 0. 0. 16. 1.000
|L 2 28.9 190.4 418.0 | | T 190. 418. 190. 418. 0. 0. 0. 0. 0. 0. 29. 1.000
|L 2 28.9 76.2 -185.4 | | M 76. -185. 76. -185. 57. 67. 0. 0. 0. 0. 29. 1.000
|L 2 28.9 -177.7 -463.5 | | B -178. -464. -178. -464. 0. 0. 0. 0. 0. 0. 29. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 1o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 1 38.9 -80.4 269.8 | | T -3. 270. -80. 270. 0. 0. 0. 0. 0. 0. 39. 1.000
|L 1 38.9 -156.4 208.5 | | M -3. 208. -80. 208. 62. 35. -76. 0. 0. 0. 39. 1.000
|L 1 38.9 80.4 116.6 | | B 0. 0. 80. 117. 0. 0. 0. 0. 0. 0. 39. 1.000
|L 1 37.7 -78.1 148.7 | | T -2. 149. -78. 149. 0. 0. 0. 0. 0. 0. 38. 1.000
|L 1 37.7 -152.0 134.5 | | M -2. 134. -78. 134. 62. 35. -74. 0. 0. 0. 38. 1.000
|L 1 37.7 78.1 113.2 | | B 0. 0. 78. 113. 0. 0. 0. 0. 0. 0. 38. 1.000
|L 1 40.0 -82.7 390.9 | | T -4. 391. -83. 391. 0. 0. 0. 0. 0. 0. 40. 1.000
|L 1 40.0 -160.9 282.5 | | M -4. 282. -83. 282. 62. 35. -78. 0. 0. 0. 40. 1.000
|L 1 40.0 82.7 119.9 | | B 0. 0. 83. 120. 0. 0. 0. 0. 0. 0. 40. 1.000
|L 1 31.8 -92.1 258.0 | | T -92. 258. -92. 258. 0. 0. 0. 0. 0. 0. 32. 1.000
|L 1 32.0 66.3 96.1 | | B 0. 0. 66. 96. 0. 0. 0. 0. 0. 0. 32. 1.000
|L 1 45.7 94.6 281.8 | | T 86. 282. 95. 282. 0. 0. 0. 0. 0. 0. 46. 1.000
|L 1 45.7 184.0 223.9 | | M 86. 224. 95. 224. 62. 35. 89. 0. 0. 0. 46. 1.000
|L 1 36.2 -145.6 108.5 | | M -2. 60. -75. 108. 62. 35. -71. 0. 0. 0. 36. 1.000
|L 1 36.2 74.8 108.5 | | B 0. 0. 75. 108. 0. 0. 0. 0. 0. 0. 36. 1.000
|L 1 39.9 -82.5 463.3 | | T -4. 463. -83. 463. 0. 0. 0. 0. 0. 0. 40. 1.000
|L 1 39.9 -160.6 325.8 | | M -4. 326. -83. 326. 62. 35. -78. 0. 0. 0. 40. 1.000
|L 1 26.4 -151.1 241.8 | | T -151. 242. -151. 242. 0. 0. 0. 0. 0. 0. 26. 1.000
|L 1 26.7 55.2 80.0 | | B 0. 0. 55. 80. 0. 0. 0. 0. 0. 0. 27. 1.000
|L 1 49.4 145.0 281.7 | | T 145. 282. 145. 282. 0. 0. 0. 0. 0. 0. 49. 1.000
|L 1 49.4 231.7 228.3 | | M 128. 228. 128. 228. 62. 35. 104. 0. 0. 0. 49. 1.000
|L 1 38.6 -79.9 270.1 | | T -4. 270. -80. 270. 0. 0. 0. 0. 0. 0. 39. 1.000
|L 1 37.5 -77.6 149.1 | | T -3. 149. -78. 149. 0. 0. 0. 0. 0. 0. 37. 1.000
|L 1 45.4 94.1 282.2 | | T 86. 282. 94. 282. 0. 0. 0. 0. 0. 0. 45. 1.000
|L 1 39.6 -82.0 463.7 | | T -5. 464. -82. 464. 0. 0. 0. 0. 0. 0. 40. 1.000
|L 1 49.2 144.8 282.0 | | T 145. 282. 145. 282. 0. 0. 0. 0. 0. 0. 49. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Fundacao |
.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.
PILAR:P32 num. 32 Valores Intermediarios de Calculo
.----.-----------.------------.------------. .------.------.------.------.------.----.----.------.------.------.------.------.----.
LANC Vd (tf) Mdx (tf,cm) Mdy (tf,cm)| | OBS | MCx | MCy | M1x | M1y |LAMB|LBLM| M2x | M2y | MOx | MOy | VC |Cmaj|
.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.
| Cobertura .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 3 5.0 -65.4 29.8 | | T -65. 30. -65. 30. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 3 5.0 35.5 22.5 | | M 36. 17. 36. 22. 57. 74. 0. 0. 0. 0. 5. 1.000
|L 3 5.0 88.8 -24.6 | | B 89. -25. 89. -25. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 3 4.9 -51.0 32.1 | | T -51. 32. -51. 32. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 3 4.9 36.7 22.1 | | M 37. 22. 37. 22. 57. 67. 0. 0. 0. 0. 5. 1.000
|L 3 4.9 85.5 -25.6 | | B 86. -26. 86. -26. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 3 5.1 -79.8 27.4 | | T -80. 27. -80. 27. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 3 5.1 36.7 22.9 | | M 37. 16. 37. 23. 57. 74. 0. 0. 0. 0. 5. 1.000
|L 3 5.1 91.8 -23.7 | | B 92. -24. 92. -24. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 3 6.5 -53.9 -347.6 | | T -54. -348. -54. -348. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 6.5 72.7 -647.6 | | B 73. -648. 73. -648. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 3.5 -77.0 409.1 | | T -77. 409. -77. 409. 0. 0. 0. 0. 0. 0. 3. 1.000
|L 3 3.5 105.0 604.4 | | B 105. 604. 105. 604. 0. 0. 0. 0. 0. 0. 3. 1.000
|L 3 4.8 -41.2 33.3 | | T -41. 33. -41. 33. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 3 4.8 36.6 21.7 | | M 37. 18. 37. 22. 57. 67. 0. 0. 0. 0. 5. 1.000
|L 3 4.8 81.8 -26.9 | | B 82. -27. 82. -27. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 3 5.2 -89.2 25.6 | | T -89. 26. -89. 26. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 3 5.2 36.9 23.2 | | M 37. 15. 37. 23. 57. 74. 0. 0. 0. 0. 5. 1.000
|L 3 5.2 92.3 -23.4 | | B 92. -23. 92. -23. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 3 7.6 -47.0 -611.2 | | T -47. -611. -47. -611. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 7.5 60.2 -1063.4 | | B 60. -1063. 60. -1063. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 2.5 -84.4 660.4 | | T -84. 660. -84. 660. 0. 0. 0. 0. 0. 0. 2. 1.000
|L 3 2.5 114.0 1021.3 | | B 114. 1021. 114. 1021. 0. 0. 0. 0. 0. 0. 2. 1.000
|L 3 5.2 92.5 -23.3 | | B 93. -17. 93. -23. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 3 6.6 -54.9 -359.7 | | T -55. -360. -55. -360. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 6.6 73.4 -640.9 | | B 73. -641. 73. -641. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 3 3.5 -78.0 397.0 | | T -78. 397. -78. 397. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 3.5 105.7 611.1 | | B 106. 611. 106. 611. 0. 0. 0. 0. 0. 0. 4. 1.000
|L 3 5.2 -90.2 23.5 | | T -90. 14. -90. 24. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 3 5.2 93.0 -23.5 | | B 93. -17. 93. -24. 0. 0. 0. 0. 0. 0. 5. 1.000
|L 3 7.6 60.9 -1056.9 | | B 61. -1057. 61. -1057. 0. 0. 0. 0. 0. 0. 8. 1.000
|L 3 2.5 -85.4 648.6 | | T -85. 649. -85. 649. 0. 0. 0. 0. 0. 0. 3. 1.000
|L 3 2.5 114.7 1027.9 | | B 115. 1028. 115. 1028. 0. 0. 0. 0. 0. 0. 3. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 2o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 2 13.3 -128.1 59.7 | | T -128. 33. -128. 60. 0. 0. 0. 0. 0. 0. 13. 1.000
|L 2 13.3 141.3 -71.3 | | B 141. -71. 141. -71. 0. 0. 0. 0. 0. 0. 13. 1.000
145
|L 2 13.0 -97.7 58.4 | | T -98. 34. -98. 58. 0. 0. 0. 0. 0. 0. 13. 1.000
|L 2 13.0 130.1 -75.6 | | B 130. -76. 130. -76. 0. 0. 0. 0. 0. 0. 13. 1.000
|L 2 13.6 -175.8 61.3 | | T -176. 29. -176. 61. 0. 0. 0. 0. 0. 0. 14. 1.000
|L 2 13.6 -70.3 -61.3 | | M -70. -50. -70. -61. 57. 71. 0. 0. 0. 0. 14. 1.000
|L 2 13.6 152.5 -66.9 | | B 152. -67. 152. -67. 0. 0. 0. 0. 0. 0. 14. 1.000
|L 2 17.1 -128.4 -1107.8 | | T -128. -1108. -128. -1108. 0. 0. 0. 0. 0. 0. 17. 1.000
|L 2 17.1 56.8 -948.8 | | M 57. -949. 57. -949. 57. 68. 0. 0. 0. 0. 17. 1.000
|L 2 16.9 141.5 -715.4 | | B 142. -715. 142. -715. 0. 0. 0. 0. 0. 0. 17. 1.000
|L 2 9.6 -128.7 1178.1 | | T -129. 1178. -129. 1178. 0. 0. 0. 0. 0. 0. 10. 1.000
|L 2 9.6 56.4 934.4 | | M 56. 934. 56. 934. 57. 72. 0. 0. 0. 0. 10. 1.000
|L 2 9.6 141.0 569.0 | | B 141. 569. 141. 569. 0. 0. 0. 0. 0. 0. 10. 1.000
|L 2 12.6 -74.2 56.9 | | T -74. 32. -74. 57. 0. 0. 0. 0. 0. 0. 13. 1.000
|L 2 12.6 119.4 -76.2 | | B 119. -76. 119. -76. 0. 0. 0. 0. 0. 0. 13. 1.000
|L 2 13.6 156.7 -61.6 | | B 157. -62. 157. -62. 0. 0. 0. 0. 0. 0. 14. 1.000
|L 2 19.4 -124.9 -1867.5 | | T -125. -1867. -125. -1867. 0. 0. 0. 0. 0. 0. 19. 1.000
|L 2 19.4 55.6 -1575.5 | | M 56. -1575. 56. -1575. 57. 67. 0. 0. 0. 0. 19. 1.000
|L 2 19.3 138.5 -1142.4 | | B 138. -1142. 138. -1142. 0. 0. 0. 0. 0. 0. 19. 1.000
|L 2 7.0 -125.7 1935.2 | | T -126. 1935. -126. 1935. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 2 7.0 55.0 1559.6 | | M 55. 1560. 55. 1560. 57. 75. 0. 0. 0. 0. 7. 1.000
|L 2 7.0 137.6 996.1 | | B 138. 996. 138. 996. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 2 13.4 -128.8 60.4 | | T -129. 28. -129. 60. 0. 0. 0. 0. 0. 0. 13. 1.000
|L 2 13.4 141.8 -66.1 | | B 142. -66. 142. -66. 0. 0. 0. 0. 0. 0. 13. 1.000
|L 2 13.1 -98.4 59.0 | | T -98. 29. -98. 59. 0. 0. 0. 0. 0. 0. 13. 1.000
|L 2 13.1 130.8 -70.4 | | B 131. -70. 131. -70. 0. 0. 0. 0. 0. 0. 13. 1.000
|L 2 13.8 -176.5 62.0 | | T -177. 24. -177. 62. 0. 0. 0. 0. 0. 0. 14. 1.000
|L 2 13.8 -70.6 -62.0 | | M -71. -57. -71. -62. 57. 71. 0. 0. 0. 0. 14. 1.000
|L 2 13.8 157.2 -62.0 | | B 157. -57. 157. -62. 0. 0. 0. 0. 0. 0. 14. 1.000
|L 2 17.1 142.1 -710.2 | | B 142. -710. 142. -710. 0. 0. 0. 0. 0. 0. 17. 1.000
|L 2 9.7 -129.4 1173.2 | | T -129. 1173. -129. 1173. 0. 0. 0. 0. 0. 0. 10. 1.000
|L 2 9.7 56.6 933.6 | | M 57. 934. 57. 934. 57. 72. 0. 0. 0. 0. 10. 1.000
|L 2 9.7 141.5 574.1 | | B 142. 574. 142. 574. 0. 0. 0. 0. 0. 0. 10. 1.000
|L 2 12.8 -74.9 57.5 | | T -75. 28. -75. 58. 0. 0. 0. 0. 0. 0. 13. 1.000
|L 2 12.8 120.1 -71.1 | | B 120. -71. 120. -71. 0. 0. 0. 0. 0. 0. 13. 1.000
|L 2 19.4 139.0 -1137.5 | | B 139. -1138. 139. -1138. 0. 0. 0. 0. 0. 0. 19. 1.000
|L 2 7.1 -126.4 1930.3 | | T -126. 1930. -126. 1930. 0. 0. 0. 0. 0. 0. 7. 1.000
|L 2 7.1 55.3 1558.6 | | M 55. 1559. 55. 1559. 57. 75. 0. 0. 0. 0. 7. 1.000
|L 2 7.1 138.2 1001.0 | | B 138. 1001. 138. 1001. 0. 0. 0. 0. 0. 0. 7. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 1o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|
|L 1 22.0 -63.4 -99.1 | | T -63. -14. -63. -99. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 1 22.0 45.6 99.1 | | B 0. 0. 46. 99. 0. 0. 0. 0. 0. 0. 22. 1.000
|L 1 21.4 -86.4 -96.5 | | M -28. -16. -44. -97. 62. 35. -42. 0. 0. 0. 21. 1.000
|L 1 21.4 44.4 96.5 | | B 0. 0. 44. 97. 0. 0. 0. 0. 0. 0. 21. 1.000
|L 1 22.7 -120.8 -102.1 | | T -121. -10. -121. -102. 0. 0. 0. 0. 0. 0. 23. 1.000
|L 1 22.7 47.0 102.1 | | B 0. 0. 47. 102. 0. 0. 0. 0. 0. 0. 23. 1.000
|L 1 28.6 -59.2 -1355.1 | | T -40. -1355. -59. -1355. 0. 0. 0. 0. 0. 0. 29. 1.000
|L 1 28.6 -115.2 -761.5 | | M -40. -762. -59. -762. 62. 35. -56. 0. 0. 0. 29. 1.000
|L 1 28.6 59.2 128.7 | | B 0. 0. 59. 129. 0. 0. 0. 0. 0. 0. 29. 1.000
|L 1 15.2 -86.4 1329.9 | | T -86. 1330. -86. 1330. 0. 0. 0. 0. 0. 0. 15. 1.000
|L 1 15.2 31.4 68.4 | | B 0. 0. 31. 68. 0. 0. 0. 0. 0. 0. 15. 1.000
|L 1 20.8 -83.7 -93.5 | | M -3. -17. -43. -94. 62. 35. -41. 0. 0. 0. 21. 1.000
|L 1 20.8 43.0 93.5 | | B 0. 0. 43. 94. 0. 0. 0. 0. 0. 0. 21. 1.000
|L 1 32.7 -67.7 -2249.1 | | T -23. -2249. -68. -2249. 0. 0. 0. 0. 0. 0. 33. 1.000
|L 1 32.7 -131.8 -1290.6 | | M -23. -1291. -68. -1291. 62. 35. -64. 0. 0. 0. 33. 1.000
|L 1 32.7 67.7 147.3 | | B 0. 0. 68. 147. 0. 0. 0. 0. 0. 0. 33. 1.000
|L 1 10.5 -100.2 2219.7 | | T -100. 2220. -100. 2220. 0. 0. 0. 0. 0. 0. 11. 1.000
|L 1 10.5 -100.2 1350.8 | | M -51. 1351. -51. 1351. 62. 55. -26. 0. 0. 0. 11. 1.000
|L 1 10.5 21.8 47.3 | | B 0. 0. 22. 47. 0. 0. 0. 0. 0. 0. 11. 1.000
|L 1 21.4 -44.4 -96.5 | | T -28. -16. -44. -97. 0. 0. 0. 0. 0. 0. 21. 1.000
|L 1 22.6 -98.7 -101.6 | | T -99. -12. -99. -102. 0. 0. 0. 0. 0. 0. 23. 1.000
|L 1 15.4 -86.7 1327.3 | | T -87. 1327. -87. 1327. 0. 0. 0. 0. 0. 0. 15. 1.000
|L 1 15.4 31.9 69.2 | | B 0. 0. 32. 69. 0. 0. 0. 0. 0. 0. 15. 1.000
|L 1 20.8 -43.0 -93.5 | | T -3. -17. -43. -94. 0. 0. 0. 0. 0. 0. 21. 1.000
|L 1 10.7 -100.7 2217.3 | | T -101. 2217. -101. 2217. 0. 0. 0. 0. 0. 0. 11. 1.000
|L 1 10.7 22.2 48.2 | | B 0. 0. 22. 48. 0. 0. 0. 0. 0. 0. 11. 1.000
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Fundacao |
.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.
ACRTS-ASSOC.CULT.RENOV.TEC.SOROCABANA LISPIL - Listagem dos resultados -P-A-S- por pil (V11 ) Pg 2
ROD.SEN.JOSE ERMIRIO DE MORAES, KM.1,5 SOROCABA 18110-000 SP 33538300
T Q S Projeto: 0001 - GRUPO 12 14/01/16
CAD/Pilar TQS 18:29:50
-----------------------------------------------------------------------------------------------------------------------------------
AS RESULTANTE POR BITOLAS fck = .250 [tf,cm] fck(opc.) = .250
--------------------------
SEL = Quantidade Efetiva de Barras na Secao
Nb = Quantidades de Barras Dimensionadas na Secao
NbH = Numero de Barras lado H
NbB = Numero de Barras lado B
PILAR:P1 num. 1 Esforco de Calculo do Dimensionamento
+----.-----.-----.---.---.----.----.---.---.---.------.---.------.--------.--------+------------.--------------.---------------.
LANCE B(cm) H(cm) ROS SEL BITL BITE Nb NbH NbB AS(cm) RO ASnec | LBDALM LAMDBA | FNd (tf) Mxd (tf,cm) Myd (tf,cm) |
|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|
| Cobertura .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 3 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 76.3 57.4 | 4.3 19.7 -160.6 |
| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 23 (COMBINAÇÃO= 10) |
| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |
| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 2o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 2 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 66.1 57.4 | 12.3 25.6 -229.7 |
| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 23 (COMBINAÇÃO= 10) |
| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |
| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 1o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 1 19.0 50.0 .7 8 10.0 5.0 8 4 0 6.28 .7 5.60| 71.0 65.6 | 22.8 -311.2 181.6 |
| 12.5 6.3 6 3 0 7.36 .8 5.75| | CASO PÓRTICO = 21 (COMBINAÇÃO= 9) |
| 16.0 6.3 6 3 0 12.06 1.3 5.90| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 2.0 6.03| | |
| 25.0 8.0 6 3 0 29.45 3.1 6.41| | |
146
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Fundacao |
|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|
PILAR:P2 num. 2 Esforco de Calculo do Dimensionamento
+----.-----.-----.---.---.----.----.---.---.---.------.---.------.--------.--------+------------.--------------.---------------.
LANCE B(cm) H(cm) ROS SEL BITL BITE Nb NbH NbB AS(cm) RO ASnec | LBDALM LAMDBA | FNd (tf) Mxd (tf,cm) Myd (tf,cm) |
|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|
| Cobertura .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 3 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 66.0 57.4 | 9.1 -18.8 -423.9 |
| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 13 (COMBINAÇÃO= 1) |
| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |
| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 2o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 2 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 53.7 57.4 | 25.1 -102.1 -321.0 |
| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 16 (COMBINAÇÃO= 4) |
| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |
| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 1o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 1 19.0 50.0 .7 8 10.0 5.0 8 4 0 6.28 .7 5.69| 64.8 65.6 | 33.3 370.0 -100.0 |
| 12.5 6.3 6 3 0 7.36 .8 5.92| | CASO PÓRTICO = 20 (COMBINAÇÃO= 8) |
| 16.0 6.3 6 3 0 12.06 1.3 6.09| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 2.0 6.33| | |
| 25.0 8.0 6 3 0 29.45 3.1 6.81| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Fundacao |
|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|
PILAR:P3 num. 3 Esforco de Calculo do Dimensionamento
+----.-----.-----.---.---.----.----.---.---.---.------.---.------.--------.--------+------------.--------------.---------------.
LANCE B(cm) H(cm) ROS SEL BITL BITE Nb NbH NbB AS(cm) RO ASnec | LBDALM LAMDBA | FNd (tf) Mxd (tf,cm) Myd (tf,cm) |
|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|
| Cobertura .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 3 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 69.9 57.4 | 7.9 -16.5 -325.9 |
| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 23 (COMBINAÇÃO= 10) |
| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |
| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 2o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 2 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 56.6 57.4 | 21.9 45.2 -165.5 |
| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 23 (COMBINAÇÃO= 10) |
| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |
| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 1o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 1 19.0 50.0 .7 8 10.0 5.0 8 4 0 6.28 .7 5.99| 67.1 65.6 | 29.8 -360.4 -89.5 |
| 12.5 6.3 6 3 0 7.36 .8 6.19| | CASO PÓRTICO = 21 (COMBINAÇÃO= 9) |
| 16.0 6.3 6 3 0 12.06 1.3 6.37| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 2.0 6.61| | |
| 25.0 8.0 6 3 0 29.45 3.1 7.00| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Fundacao |
|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|
PILAR:P4 num. 4 Esforco de Calculo do Dimensionamento
+----.-----.-----.---.---.----.----.---.---.---.------.---.------.--------.--------+------------.--------------.---------------.
LANCE B(cm) H(cm) ROS SEL BITL BITE Nb NbH NbB AS(cm) RO ASnec | LBDALM LAMDBA | FNd (tf) Mxd (tf,cm) Myd (tf,cm) |
|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|
| Cobertura .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 3 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 69.8 57.4 | 7.9 -93.8 -320.5 |
| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 20 (COMBINAÇÃO= 8) |
| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |
| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 2o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 2 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 55.4 57.4 | 21.9 -45.3 -163.8 |
| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 23 (COMBINAÇÃO= 10) |
| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |
| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 1o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 1 19.0 50.0 .7 8 10.0 5.0 8 4 0 6.28 .7 5.56| 65.6 65.6 | 30.8 -338.4 92.4 |
| 12.5 6.3 6 3 0 7.36 .8 5.77| | CASO PÓRTICO = 21 (COMBINAÇÃO= 9) |
| 16.0 6.3 6 3 0 12.06 1.3 5.91| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 2.0 6.12| | |
| 25.0 8.0 6 3 0 29.45 3.1 6.54| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
147
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Fundacao |
|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|
PILAR:P5 num. 5 Esforco de Calculo do Dimensionamento
+----.-----.-----.---.---.----.----.---.---.---.------.---.------.--------.--------+------------.--------------.---------------.
LANCE B(cm) H(cm) ROS SEL BITL BITE Nb NbH NbB AS(cm) RO ASnec | LBDALM LAMDBA | FNd (tf) Mxd (tf,cm) Myd (tf,cm) |
|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|
| Cobertura .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 3 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 69.3 57.4 | 9.1 18.8 -428.4 |
| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 13 (COMBINAÇÃO= 1) |
| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |
| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 2o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 2 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 55.9 57.4 | 25.0 96.5 -320.2 |
| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 17 (COMBINAÇÃO= 5) |
| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |
| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 1o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 1 19.0 50.0 .7 8 10.0 5.0 8 4 0 6.28 .7 6.23| 66.4 65.6 | 33.3 -381.8 -99.8 |
| 12.5 6.3 6 3 0 7.36 .8 6.46| | CASO PÓRTICO = 21 (COMBINAÇÃO= 9) |
| 16.0 6.3 6 3 0 12.06 1.3 6.71| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 2.0 6.90| | |
| 25.0 8.0 6 3 0 29.45 3.1 7.49| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Fundacao |
|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|
PILAR:P6 num. 6 Esforco de Calculo do Dimensionamento
+----.-----.-----.---.---.----.----.---.---.---.------.---.------.--------.--------+------------.--------------.---------------.
LANCE B(cm) H(cm) ROS SEL BITL BITE Nb NbH NbB AS(cm) RO ASnec | LBDALM LAMDBA | FNd (tf) Mxd (tf,cm) Myd (tf,cm) |
|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|
| Cobertura .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 3 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 61.0 57.4 | 4.3 -17.6 -166.6 |
| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 23 (COMBINAÇÃO= 10) |
| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |
| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 2o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 2 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 59.9 57.4 | 12.2 -25.8 -229.7 |
| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 23 (COMBINAÇÃO= 10) |
| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |
| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 1o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 1 19.0 50.0 .7 8 10.0 5.0 8 4 0 6.28 .7 5.55| 71.1 65.6 | 22.6 308.8 177.7 |
| 12.5 6.3 6 3 0 7.36 .8 5.69| | CASO PÓRTICO = 30 (COMBINAÇÃO= 17) |
| 16.0 6.3 6 3 0 12.06 1.3 5.80| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 2.0 5.98| | |
| 25.0 8.0 6 3 0 29.45 3.1 6.31| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Fundacao |
|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|
PILAR:P7 num. 7 Esforco de Calculo do Dimensionamento
+----.-----.-----.---.---.----.----.---.---.---.------.---.------.--------.--------+------------.--------------.---------------.
LANCE B(cm) H(cm) ROS SEL BITL BITE Nb NbH NbB AS(cm) RO ASnec | LBDALM LAMDBA | FNd (tf) Mxd (tf,cm) Myd (tf,cm) |
|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|
| 1o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 1 19.0 50.05.2 10 25.0 8.0 10 5 0 49.09 5.2 46.02| 90.0 65.6 | 13.9 -1032.4 41.7 |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Fundacao |
|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|
PILAR:P8 num. 8 Esforco de Calculo do Dimensionamento
+----.-----.-----.---.---.----.----.---.---.---.------.---.------.--------.--------+------------.--------------.---------------.
LANCE B(cm) H(cm) ROS SEL BITL BITE Nb NbH NbB AS(cm) RO ASnec | LBDALM LAMDBA | FNd (tf) Mxd (tf,cm) Myd (tf,cm) |
|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|
| 1o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
| 10.0 5.0 18 9 0 14.14 1.5 12.76| 90.0 65.6 | 6.9 -399.3 74.3 |
|L. 1 19.0 50.01.7 8 16.0 6.3 8 4 0 16.08 1.7 13.36| | CASO PÓRTICO = 21 (COMBINAÇÃO= 9) |
| 20.0 6.3 6 3 0 18.85 2.0 13.62| | **VER NOTA (A)** |
| 25.0 8.0 6 3 0 29.45 3.1 14.36| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Fundacao |
|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|
PILAR:P9 num. 9 Esforco de Calculo do Dimensionamento
+----.-----.-----.---.---.----.----.---.---.---.------.---.------.--------.--------+------------.--------------.---------------.
LANCE B(cm) H(cm) ROS SEL BITL BITE Nb NbH NbB AS(cm) RO ASnec | LBDALM LAMDBA | FNd (tf) Mxd (tf,cm) Myd (tf,cm) |
|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|
| 1o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 1 19.0 50.01.3 16 10.0 5.0 16 8 0 12.57 1.3 12.47| 81.0 65.6 | 7.2 394.9 71.5 |
| 16.0 6.3 8 4 0 16.08 1.7 13.12| | CASO PÓRTICO = 20 (COMBINAÇÃO= 8) |
148
| 20.0 6.3 6 3 0 18.85 2.0 13.34| | **VER NOTA (A)** |
| 25.0 8.0 6 3 0 29.45 3.1 14.00| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Fundacao |
|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|
PILAR:P10 num. 10 Esforco de Calculo do Dimensionamento
+----.-----.-----.---.---.----.----.---.---.---.------.---.------.--------.--------+------------.--------------.---------------.
LANCE B(cm) H(cm) ROS SEL BITL BITE Nb NbH NbB AS(cm) RO ASnec | LBDALM LAMDBA | FNd (tf) Mxd (tf,cm) Myd (tf,cm) |
|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|
| 1o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 1 19.0 50.05.2 10 25.0 8.0 10 5 0 49.09 5.2 47.25| 90.0 65.6 | 13.8 1053.4 41.5 |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Fundacao |
|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|
PILAR:P11 num. 11 Esforco de Calculo do Dimensionamento
+----.-----.-----.---.---.----.----.---.---.---.------.---.------.--------.--------+------------.--------------.---------------.
LANCE B(cm) H(cm) ROS SEL BITL BITE Nb NbH NbB AS(cm) RO ASnec | LBDALM LAMDBA | FNd (tf) Mxd (tf,cm) Myd (tf,cm) |
|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|
| Cobertura .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 3 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 74.3 57.4 | 6.1 31.8 137.8 |
| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 23 (COMBINAÇÃO= 10) |
| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |
| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 2o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 2 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 66.3 57.4 | 18.8 56.4 178.9 |
| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 23 (COMBINAÇÃO= 10) |
| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |
| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 1o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 1 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 4.20| 69.0 65.6 | 31.4 64.9 106.5 |
| 12.5 6.3 6 3 0 7.36 .8 4.38| | CASO PÓRTICO = 13 (COMBINAÇÃO= 1) |
| 16.0 6.3 6 3 0 12.06 1.3 4.51| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 2.0 4.68| | |
| 25.0 8.0 6 3 0 29.45 3.1 5.00| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Fundacao |
|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|
PILAR:P12 num. 12 Esforco de Calculo do Dimensionamento
+----.-----.-----.---.---.----.----.---.---.---.------.---.------.--------.--------+------------.--------------.---------------.
LANCE B(cm) H(cm) ROS SEL BITL BITE Nb NbH NbB AS(cm) RO ASnec | LBDALM LAMDBA | FNd (tf) Mxd (tf,cm) Myd (tf,cm) |
|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|
| Cobertura .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
| 10.0 5.0 8 4 0 6.28 .6 4.91| 70.2 57.4 | 12.0 -152.6 613.2 |
|L. 3 19.0 54.0 .7 6 12.5 6.3 6 3 0 7.36 .7 4.81| | CASO PÓRTICO = 20 (COMBINAÇÃO= 8) |
| 16.0 6.3 6 3 0 12.06 1.2 4.87| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 1.8 4.95| | |
| 25.0 8.0 6 3 0 29.45 2.9 5.12| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 2o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 2 19.0 54.0 .5 6 10.0 5.0 6 3 0 4.71 .5 4.10| 60.9 57.4 | 29.7 -61.5 554.0 |
| 12.5 6.3 6 3 0 7.36 .7 4.10| | CASO PÓRTICO = 19 (COMBINAÇÃO= 7) |
| 16.0 6.3 6 3 0 12.06 1.2 4.10| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 1.8 4.10| | |
| 25.0 8.0 6 3 0 29.45 2.9 4.10| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 1o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 1 19.0 54.0 .8 10 10.0 5.0 10 5 0 7.85 .8 7.27| 68.8 65.6 | 40.5 441.1 -178.6 |
| 12.5 6.3 8 4 0 9.82 1.0 7.61| | CASO PÓRTICO = 20 (COMBINAÇÃO= 8) |
| 16.0 6.3 6 3 0 12.06 1.2 7.82| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 1.8 8.11| | |
| 25.0 8.0 6 3 0 29.45 2.9 8.90| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Fundacao |
|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|
PILAR:P13 num. 13 Esforco de Calculo do Dimensionamento
+----.-----.-----.---.---.----.----.---.---.---.------.---.------.--------.--------+------------.--------------.---------------.
LANCE B(cm) H(cm) ROS SEL BITL BITE Nb NbH NbB AS(cm) RO ASnec | LBDALM LAMDBA | FNd (tf) Mxd (tf,cm) Myd (tf,cm) |
|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|
| Caixa .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 4 19.0 54.0 .5 6 10.0 5.0 6 3 0 4.71 .5 4.10| 68.8 47.4 | 3.2 -6.7 46.8 |
| 12.5 6.3 6 3 0 7.36 .7 4.10| | CASO PÓRTICO = 13 (COMBINAÇÃO= 1) |
| 16.0 6.3 6 3 0 12.06 1.2 4.10| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 1.8 4.10| | |
| 25.0 8.0 6 3 0 29.45 2.9 4.10| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Cobertura .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 3 19.0 54.0 .5 6 10.0 5.0 6 3 0 4.71 .5 4.10| 51.4 57.4 | 28.4 -58.8 88.6 |
| 12.5 6.3 6 3 0 7.36 .7 4.10| | CASO PÓRTICO = 13 (COMBINAÇÃO= 1) |
| 16.0 6.3 6 3 0 12.06 1.2 4.10| | **VER NOTA (A)** |
149
| 20.0 6.3 6 3 0 18.85 1.8 4.10| | |
| 25.0 8.0 6 3 0 29.45 2.9 4.10| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 2o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 2 19.0 54.0 .5 6 10.0 5.0 6 3 0 4.71 .5 4.10| 42.6 57.4 | 48.9 -101.2 198.2 |
| 12.5 6.3 6 3 0 7.36 .7 4.10| | CASO PÓRTICO = 13 (COMBINAÇÃO= 1) |
| 16.0 6.3 6 3 0 12.06 1.2 4.10| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 1.8 4.10| | |
| 25.0 8.0 6 3 0 29.45 2.9 4.10| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 1o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 1 19.0 54.0 .5 6 10.0 5.0 6 3 0 4.71 .5 4.10| 46.7 65.6 | 65.1 282.8 -203.1 |
| 12.5 6.3 6 3 0 7.36 .7 4.10| | CASO PÓRTICO = 16 (COMBINAÇÃO= 4) |
| 16.0 6.3 6 3 0 12.06 1.2 4.10| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 1.8 4.28| | |
| 25.0 8.0 6 3 0 29.45 2.9 5.00| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Fundacao |
|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|
PILAR:P14 num. 14 Esforco de Calculo do Dimensionamento
+----.-----.-----.---.---.----.----.---.---.---.------.---.------.--------.--------+------------.--------------.---------------.
LANCE B(cm) H(cm) ROS SEL BITL BITE Nb NbH NbB AS(cm) RO ASnec | LBDALM LAMDBA | FNd (tf) Mxd (tf,cm) Myd (tf,cm) |
|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|
| Caixa .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 4 19.0 54.0 .5 6 10.0 5.0 6 3 0 4.71 .5 4.10| 74.3 47.4 | 3.2 13.0 45.6 |
| 12.5 6.3 6 3 0 7.36 .7 4.10| | CASO PÓRTICO = 13 (COMBINAÇÃO= 1) |
| 16.0 6.3 6 3 0 12.06 1.2 4.10| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 1.8 4.10| | |
| 25.0 8.0 6 3 0 29.45 2.9 4.10| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Cobertura .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 3 19.0 54.0 .5 6 10.0 5.0 6 3 0 4.71 .5 4.10| 50.6 57.4 | 28.5 -144.3 89.0 |
| 12.5 6.3 6 3 0 7.36 .7 4.10| | CASO PÓRTICO = 20 (COMBINAÇÃO= 8) |
| 16.0 6.3 6 3 0 12.06 1.2 4.10| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 1.8 4.10| | |
| 25.0 8.0 6 3 0 29.45 2.9 4.10| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 2o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 2 19.0 54.0 .5 6 10.0 5.0 6 3 0 4.71 .5 4.10| 42.6 57.4 | 48.8 -103.2 207.6 |
| 12.5 6.3 6 3 0 7.36 .7 4.10| | CASO PÓRTICO = 16 (COMBINAÇÃO= 4) |
| 16.0 6.3 6 3 0 12.06 1.2 4.10| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 1.8 4.10| | |
| 25.0 8.0 6 3 0 29.45 2.9 4.10| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 1o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 1 19.0 54.0 .5 6 10.0 5.0 6 3 0 4.71 .5 4.10| 35.0 65.6 | 65.6 -284.9 -204.7 |
| 12.5 6.3 6 3 0 7.36 .7 4.10| | CASO PÓRTICO = 24 (COMBINAÇÃO= 11) |
| 16.0 6.3 6 3 0 12.06 1.2 4.10| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 1.8 4.10| | |
| 25.0 8.0 6 3 0 29.45 2.9 4.50| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Fundacao |
|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|
PILAR:P15 num. 15 Esforco de Calculo do Dimensionamento
+----.-----.-----.---.---.----.----.---.---.---.------.---.------.--------.--------+------------.--------------.---------------.
LANCE B(cm) H(cm) ROS SEL BITL BITE Nb NbH NbB AS(cm) RO ASnec | LBDALM LAMDBA | FNd (tf) Mxd (tf,cm) Myd (tf,cm) |
|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|
| Cobertura .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
| 10.0 5.0 8 4 0 6.28 .6 4.86| 70.7 57.4 | 12.0 -138.7 -635.9 |
|L. 3 19.0 54.0 .7 6 12.5 6.3 6 3 0 7.36 .7 4.80| | CASO PÓRTICO = 21 (COMBINAÇÃO= 9) |
| 16.0 6.3 6 3 0 12.06 1.2 4.85| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 1.8 4.92| | |
| 25.0 8.0 6 3 0 29.45 2.9 5.06| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 2o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 2 19.0 54.0 .5 6 10.0 5.0 6 3 0 4.71 .5 4.10| 68.1 57.4 | 29.7 61.4 557.5 |
| 12.5 6.3 6 3 0 7.36 .7 4.10| | CASO PÓRTICO = 19 (COMBINAÇÃO= 7) |
| 16.0 6.3 6 3 0 12.06 1.2 4.10| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 1.8 4.10| | |
| 25.0 8.0 6 3 0 29.45 2.9 4.10| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 1o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
| 10.0 5.0 12 6 0 9.42 .9 8.03| 69.9 65.6 | 40.6 -456.3 -207.6 |
|L. 1 19.0 54.01.0 8 12.5 6.3 8 4 0 9.82 1.0 8.39| | CASO PÓRTICO = 21 (COMBINAÇÃO= 9) |
| 16.0 6.3 6 3 0 12.06 1.2 8.64| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 1.8 8.94| | |
| 25.0 8.0 6 3 0 29.45 2.9 9.95| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Fundacao |
|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|
150
PILAR:P16 num. 16 Esforco de Calculo do Dimensionamento
+----.-----.-----.---.---.----.----.---.---.---.------.---.------.--------.--------+------------.--------------.---------------.
LANCE B(cm) H(cm) ROS SEL BITL BITE Nb NbH NbB AS(cm) RO ASnec | LBDALM LAMDBA | FNd (tf) Mxd (tf,cm) Myd (tf,cm) |
|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|
| Cobertura .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 3 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 47.8 57.4 | 6.0 -33.0 128.2 |
| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 23 (COMBINAÇÃO= 10) |
| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |
| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 2o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 2 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 41.0 57.4 | 18.5 -62.6 175.8 |
| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 23 (COMBINAÇÃO= 10) |
| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |
| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 1o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 1 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 4.09| 62.7 65.6 | 30.8 -63.7 116.6 |
| 12.5 6.3 6 3 0 7.36 .8 4.25| | CASO PÓRTICO = 13 (COMBINAÇÃO= 1) |
| 16.0 6.3 6 3 0 12.06 1.3 4.38| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 2.0 4.56| | |
| 25.0 8.0 6 3 0 29.45 3.1 4.90| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Fundacao |
|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|
PILAR:P17 num. 17 Esforco de Calculo do Dimensionamento
+----.-----.-----.---.---.----.----.---.---.---.------.---.------.--------.--------+------------.--------------.---------------.
LANCE B(cm) H(cm) ROS SEL BITL BITE Nb NbH NbB AS(cm) RO ASnec | LBDALM LAMDBA | FNd (tf) Mxd (tf,cm) Myd (tf,cm) |
|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|
| Cobertura .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 3 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 83.7 57.4 | 4.2 67.3 148.7 |
| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 15 (COMBINAÇÃO= 3) |
| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |
| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 2o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
| 10.0 5.0 8 4 0 6.28 .7 5.60| 75.3 57.4 | 13.2 261.2 105.3 |
|L. 2 19.0 50.0 .8 6 12.5 6.3 6 3 0 7.36 .8 5.69| | CASO PÓRTICO = 21 (COMBINAÇÃO= 9) |
| 16.0 6.3 6 3 0 12.06 1.3 5.74| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 2.0 5.86| | |
| 25.0 8.0 6 3 0 29.45 3.1 6.00| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 1o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 1 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 35.0 62.0 | 20.6 97.3 -76.1 |
| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 14 (COMBINAÇÃO= 2) |
| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |
| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Fundacao |
|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|
PILAR:P18 num. 18 Esforco de Calculo do Dimensionamento
+----.-----.-----.---.---.----.----.---.---.---.------.---.------.--------.--------+------------.--------------.---------------.
LANCE B(cm) H(cm) ROS SEL BITL BITE Nb NbH NbB AS(cm) RO ASnec | LBDALM LAMDBA | FNd (tf) Mxd (tf,cm) Myd (tf,cm) |
|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|
| Caixa .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 4 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 59.4 47.4 | 6.5 98.7 122.8 |
| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 29 (COMBINAÇÃO= 16) |
| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |
| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Cobertura .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 3 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 35.0 57.4 | 15.9 -90.2 79.0 |
| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 15 (COMBINAÇÃO= 3) |
| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |
| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 2o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 2 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 35.0 57.4 | 27.3 -115.1 81.8 |
| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 13 (COMBINAÇÃO= 1) |
| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |
| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 1o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 1 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 35.0 62.0 | 39.0 -156.9 -116.9 |
| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 23 (COMBINAÇÃO= 10) |
| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |
| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |
151
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Fundacao |
|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|
PILAR:P19 num. 19 Esforco de Calculo do Dimensionamento
+----.-----.-----.---.---.----.----.---.---.---.------.---.------.--------.--------+------------.--------------.---------------.
LANCE B(cm) H(cm) ROS SEL BITL BITE Nb NbH NbB AS(cm) RO ASnec | LBDALM LAMDBA | FNd (tf) Mxd (tf,cm) Myd (tf,cm) |
|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|
| Caixa .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 4 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 35.0 47.4 | 6.4 -96.7 121.7 |
| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 29 (COMBINAÇÃO= 16) |
| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |
| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Cobertura .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 3 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 70.4 57.4 | 15.9 87.9 78.0 |
| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 15 (COMBINAÇÃO= 3) |
| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |
| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 2o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 2 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 68.6 57.4 | 27.6 258.3 82.9 |
| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 21 (COMBINAÇÃO= 9) |
| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |
| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 1o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 1 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 35.0 62.0 | 39.4 158.5 -118.1 |
| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 23 (COMBINAÇÃO= 10) |
| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |
| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Fundacao |
|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|
PILAR:P20 num. 20 Esforco de Calculo do Dimensionamento
+----.-----.-----.---.---.----.----.---.---.---.------.---.------.--------.--------+------------.--------------.---------------.
LANCE B(cm) H(cm) ROS SEL BITL BITE Nb NbH NbB AS(cm) RO ASnec | LBDALM LAMDBA | FNd (tf) Mxd (tf,cm) Myd (tf,cm) |
|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|
| Cobertura .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 3 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 35.0 57.4 | 4.1 -59.9 203.1 |
| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 29 (COMBINAÇÃO= 16) |
| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |
| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 2o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
| 10.0 5.0 8 4 0 6.28 .7 5.45| 35.0 57.4 | 13.0 -256.2 103.2 |
|L. 2 19.0 50.0 .8 6 12.5 6.3 6 3 0 7.36 .8 5.53| | CASO PÓRTICO = 20 (COMBINAÇÃO= 8) |
| 16.0 6.3 6 3 0 12.06 1.3 5.61| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 2.0 5.68| | |
| 25.0 8.0 6 3 0 29.45 3.1 5.90| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 1o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 1 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 35.0 62.0 | 19.8 -61.5 173.9 |
| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 15 (COMBINAÇÃO= 3) |
| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |
| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Fundacao |
|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|
PILAR:P21 num. 21 Esforco de Calculo do Dimensionamento
+----.-----.-----.---.---.----.----.---.---.---.------.---.------.--------.--------+------------.--------------.---------------.
LANCE B(cm) H(cm) ROS SEL BITL BITE Nb NbH NbB AS(cm) RO ASnec | LBDALM LAMDBA | FNd (tf) Mxd (tf,cm) Myd (tf,cm) |
|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|
| Cobertura .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 3 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 72.9 57.4 | 6.9 28.0 -146.3 |
| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 23 (COMBINAÇÃO= 10) |
| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |
| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 2o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 2 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 68.5 57.4 | 21.1 58.4 -243.3 |
| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 23 (COMBINAÇÃO= 10) |
| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |
| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
152
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 1o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 1 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 35.0 62.0 | 35.7 73.8 -165.6 |
| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 13 (COMBINAÇÃO= 1) |
| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |
| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Fundacao |
|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|
PILAR:P22 num. 22 Esforco de Calculo do Dimensionamento
+----.-----.-----.---.---.----.----.---.---.---.------.---.------.--------.--------+------------.--------------.---------------.
LANCE B(cm) H(cm) ROS SEL BITL BITE Nb NbH NbB AS(cm) RO ASnec | LBDALM LAMDBA | FNd (tf) Mxd (tf,cm) Myd (tf,cm) |
|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|
| Cobertura .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 3 19.0 54.0 .5 6 10.0 5.0 6 3 0 4.71 .5 4.10| 73.0 57.4 | 9.0 -18.6 -463.8 |
| 12.5 6.3 6 3 0 7.36 .7 4.10| | CASO PÓRTICO = 18 (COMBINAÇÃO= 6) |
| 16.0 6.3 6 3 0 12.06 1.2 4.10| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 1.8 4.10| | |
| 25.0 8.0 6 3 0 29.45 2.9 4.10| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 2o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
| 10.0 5.0 8 4 0 6.28 .6 6.09| 67.7 57.4 | 25.5 -264.9 -579.6 |
|L. 2 19.0 54.0 .7 6 12.5 6.3 6 3 0 7.36 .7 5.95| | CASO PÓRTICO = 20 (COMBINAÇÃO= 8) |
| 16.0 6.3 6 3 0 12.06 1.2 6.05| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 1.8 6.18| | |
| 25.0 8.0 6 3 0 29.45 2.9 6.54| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 1o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 1 19.0 54.0 .5 6 10.0 5.0 6 3 0 4.71 .5 4.10| 35.0 62.0 | 44.8 -92.8 -343.0 |
| 12.5 6.3 6 3 0 7.36 .7 4.10| | CASO PÓRTICO = 13 (COMBINAÇÃO= 1) |
| 16.0 6.3 6 3 0 12.06 1.2 4.10| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 1.8 4.10| | |
| 25.0 8.0 6 3 0 29.45 2.9 4.10| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Fundacao |
|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|
PILAR:P23 num. 23 Esforco de Calculo do Dimensionamento
+----.-----.-----.---.---.----.----.---.---.---.------.---.------.--------.--------+------------.--------------.---------------.
LANCE B(cm) H(cm) ROS SEL BITL BITE Nb NbH NbB AS(cm) RO ASnec | LBDALM LAMDBA | FNd (tf) Mxd (tf,cm) Myd (tf,cm) |
|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|
| Caixa .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 4 19.0 100.0 .4 10 10.0 5.0 10 5 0 7.85 .4 7.60| 69.8 47.4 | 5.2 -10.8 -209.9 |
| 12.5 6.3 10 5 0 12.27 .6 7.60| | CASO PÓRTICO = 23 (COMBINAÇÃO= 10) |
| 16.0 6.3 10 5 0 20.11 1.1 7.60| | **VER NOTA (A)** |
| 20.0 6.3 10 5 0 31.42 1.7 7.60| | |
| 25.0 8.0 10 5 0 49.09 2.6 7.66| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Cobertura .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 3 19.0 100.0 .4 10 10.0 5.0 10 5 0 7.85 .4 7.60| 35.0 57.4 | 24.8 -91.0 210.7 |
| 12.5 6.3 10 5 0 12.27 .6 7.60| | CASO PÓRTICO = 13 (COMBINAÇÃO= 1) |
| 16.0 6.3 10 5 0 20.11 1.1 7.60| | **VER NOTA (A)** |
| 20.0 6.3 10 5 0 31.42 1.7 7.60| | |
| 25.0 8.0 10 5 0 49.09 2.6 7.66| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 2o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 2 19.0 100.0 .4 10 10.0 5.0 10 5 0 7.85 .4 7.60| 52.3 57.4 | 41.9 -262.6 -504.7 |
| 12.5 6.3 10 5 0 12.27 .6 7.60| | CASO PÓRTICO = 30 (COMBINAÇÃO= 17) |
| 16.0 6.3 10 5 0 20.11 1.1 7.60| | **VER NOTA (A)** |
| 20.0 6.3 10 5 0 31.42 1.7 7.60| | |
| 25.0 8.0 10 5 0 49.09 2.6 7.66| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 1o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 1 19.0 100.0 .4 10 10.0 5.0 10 5 0 7.85 .4 7.60| 68.8 65.6 | 61.5 428.8 -538.2 |
| 12.5 6.3 10 5 0 12.27 .6 7.60| | CASO PÓRTICO = 31 (COMBINAÇÃO= 18) |
| 16.0 6.3 10 5 0 20.11 1.1 7.60| | **VER NOTA (A)** |
| 20.0 6.3 10 5 0 31.42 1.7 7.60| | |
| 25.0 8.0 10 5 0 49.09 2.6 7.66| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Fundacao |
|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|
PILAR:P24 num. 24 Esforco de Calculo do Dimensionamento
+----.-----.-----.---.---.----.----.---.---.---.------.---.------.--------.--------+------------.--------------.---------------.
LANCE B(cm) H(cm) ROS SEL BITL BITE Nb NbH NbB AS(cm) RO ASnec | LBDALM LAMDBA | FNd (tf) Mxd (tf,cm) Myd (tf,cm) |
|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|
| Caixa .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 4 19.0 100.0 .4 10 10.0 5.0 10 5 0 7.85 .4 7.60| 75.3 47.4 | 5.2 10.7 -206.5 |
| 12.5 6.3 10 5 0 12.27 .6 7.60| | CASO PÓRTICO = 23 (COMBINAÇÃO= 10) |
| 16.0 6.3 10 5 0 20.11 1.1 7.60| | **VER NOTA (A)** |
| 20.0 6.3 10 5 0 31.42 1.7 7.60| | |
| 25.0 8.0 10 5 0 49.09 2.6 7.66| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Cobertura .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
153
|L. 3 19.0 100.0 .4 10 10.0 5.0 10 5 0 7.85 .4 7.60| 62.8 57.4 | 25.0 -232.5 112.6 |
| 12.5 6.3 10 5 0 12.27 .6 7.60| | CASO PÓRTICO = 20 (COMBINAÇÃO= 8) |
| 16.0 6.3 10 5 0 20.11 1.1 7.60| | **VER NOTA (A)** |
| 20.0 6.3 10 5 0 31.42 1.7 7.60| | |
| 25.0 8.0 10 5 0 49.09 2.6 7.66| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 2o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 2 19.0 100.0 .4 10 10.0 5.0 10 5 0 7.85 .4 7.60| 55.7 57.4 | 41.9 256.3 -501.1 |
| 12.5 6.3 10 5 0 12.27 .6 7.60| | CASO PÓRTICO = 31 (COMBINAÇÃO= 18) |
| 16.0 6.3 10 5 0 20.11 1.1 7.60| | **VER NOTA (A)** |
| 20.0 6.3 10 5 0 31.42 1.7 7.60| | |
| 25.0 8.0 10 5 0 49.09 2.6 7.66| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 1o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 1 19.0 100.0 .4 10 10.0 5.0 10 5 0 7.85 .4 7.60| 67.8 65.6 | 62.0 -269.8 -468.3 |
| 12.5 6.3 10 5 0 12.27 .6 7.60| | CASO PÓRTICO = 16 (COMBINAÇÃO= 4) |
| 16.0 6.3 10 5 0 20.11 1.1 7.60| | **VER NOTA (A)** |
| 20.0 6.3 10 5 0 31.42 1.7 7.60| | |
| 25.0 8.0 10 5 0 49.09 2.6 7.66| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Fundacao |
|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|
PILAR:P25 num. 25 Esforco de Calculo do Dimensionamento
+----.-----.-----.---.---.----.----.---.---.---.------.---.------.--------.--------+------------.--------------.---------------.
LANCE B(cm) H(cm) ROS SEL BITL BITE Nb NbH NbB AS(cm) RO ASnec | LBDALM LAMDBA | FNd (tf) Mxd (tf,cm) Myd (tf,cm) |
|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|
| Cobertura .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 3 19.0 54.0 .5 6 10.0 5.0 6 3 0 4.71 .5 4.10| 74.9 57.4 | 8.9 18.4 -471.0 |
| 12.5 6.3 6 3 0 7.36 .7 4.10| | CASO PÓRTICO = 18 (COMBINAÇÃO= 6) |
| 16.0 6.3 6 3 0 12.06 1.2 4.10| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 1.8 4.10| | |
| 25.0 8.0 6 3 0 29.45 2.9 4.10| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 2o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
| 10.0 5.0 8 4 0 6.28 .6 6.23| 69.3 57.4 | 25.4 264.0 -582.7 |
|L. 2 19.0 54.0 .7 6 12.5 6.3 6 3 0 7.36 .7 6.07| | CASO PÓRTICO = 21 (COMBINAÇÃO= 9) |
| 16.0 6.3 6 3 0 12.06 1.2 6.20| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 1.8 6.29| | |
| 25.0 8.0 6 3 0 29.45 2.9 6.63| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 1o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 1 19.0 54.0 .5 6 10.0 5.0 6 3 0 4.71 .5 4.10| 35.0 62.0 | 44.7 92.6 -337.8 |
| 12.5 6.3 6 3 0 7.36 .7 4.10| | CASO PÓRTICO = 13 (COMBINAÇÃO= 1) |
| 16.0 6.3 6 3 0 12.06 1.2 4.10| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 1.8 4.10| | |
| 25.0 8.0 6 3 0 29.45 2.9 4.10| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Fundacao |
|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|
PILAR:P26 num. 26 Esforco de Calculo do Dimensionamento
+----.-----.-----.---.---.----.----.---.---.---.------.---.------.--------.--------+------------.--------------.---------------.
LANCE B(cm) H(cm) ROS SEL BITL BITE Nb NbH NbB AS(cm) RO ASnec | LBDALM LAMDBA | FNd (tf) Mxd (tf,cm) Myd (tf,cm) |
|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|
| Cobertura .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 3 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 44.9 57.4 | 6.7 -33.5 -152.5 |
| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 23 (COMBINAÇÃO= 10) |
| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |
| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 2o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 2 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 50.0 57.4 | 20.7 -68.3 -241.6 |
| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 23 (COMBINAÇÃO= 10) |
| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |
| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 1o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 1 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 35.0 62.0 | 35.1 -72.6 -153.0 |
| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 13 (COMBINAÇÃO= 1) |
| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |
| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Fundacao |
|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|
PILAR:P27 num. 27 Esforco de Calculo do Dimensionamento
+----.-----.-----.---.---.----.----.---.---.---.------.---.------.--------.--------+------------.--------------.---------------.
LANCE B(cm) H(cm) ROS SEL BITL BITE Nb NbH NbB AS(cm) RO ASnec | LBDALM LAMDBA | FNd (tf) Mxd (tf,cm) Myd (tf,cm) |
|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|
| Cobertura .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 3 19.0 100.0 .4 10 10.0 5.0 10 5 0 7.85 .4 7.60| 67.4 57.4 | 5.3 -65.4 24.8 |
| 12.5 6.3 10 5 0 12.27 .6 7.60| | CASO PÓRTICO = 13 (COMBINAÇÃO= 1) |
| 16.0 6.3 10 5 0 20.11 1.1 7.60| | **VER NOTA (A)** |
154
| 20.0 6.3 10 5 0 31.42 1.7 7.60| | |
| 25.0 8.0 10 5 0 49.09 2.6 7.66| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 2o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 2 19.0 100.0 .5 12 10.0 5.0 12 6 0 9.42 .5 8.84| 67.1 57.4 | 7.6 -124.9 -1913.5 |
| 12.5 6.3 10 5 0 12.27 .6 8.77| | CASO PÓRTICO = 20 (COMBINAÇÃO= 8) |
| 16.0 6.3 10 5 0 20.11 1.1 8.77| | **VER NOTA (A)** |
| 20.0 6.3 10 5 0 31.42 1.7 8.81| | |
| 25.0 8.0 10 5 0 49.09 2.6 8.95| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 1o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 1 19.0 100.0 .6 14 10.0 5.0 14 7 0 11.00 .6 10.01| 35.0 62.0 | 11.5 -97.0 -2253.4 |
| 12.5 6.3 10 5 0 12.27 .6 9.79| | CASO PÓRTICO = 20 (COMBINAÇÃO= 8) |
| 16.0 6.3 10 5 0 20.11 1.1 9.85| | **VER NOTA (A)** |
| 20.0 6.3 10 5 0 31.42 1.7 9.83| | |
| 25.0 8.0 10 5 0 49.09 2.6 9.93| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Fundacao |
|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|
PILAR:P28 num. 28 Esforco de Calculo do Dimensionamento
+----.-----.-----.---.---.----.----.---.---.---.------.---.------.--------.--------+------------.--------------.---------------.
LANCE B(cm) H(cm) ROS SEL BITL BITE Nb NbH NbB AS(cm) RO ASnec | LBDALM LAMDBA | FNd (tf) Mxd (tf,cm) Myd (tf,cm) |
|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|
| Cobertura .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 3 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.96| 80.3 57.4 | 7.4 -15.4 351.7 |
| 12.5 6.3 6 3 0 7.36 .8 4.02| | CASO PÓRTICO = 13 (COMBINAÇÃO= 1) |
| 16.0 6.3 6 3 0 12.06 1.3 4.06| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 2.0 4.15| | |
| 25.0 8.0 6 3 0 29.45 3.1 4.20| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 2o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
| 10.0 5.0 10 5 0 7.85 .8 6.73| 70.4 57.4 | 16.1 -177.2 -678.6 |
|L. 2 19.0 50.0 .8 6 12.5 6.3 6 3 0 7.36 .8 6.20| | CASO PÓRTICO = 21 (COMBINAÇÃO= 9) |
| 16.0 6.3 6 3 0 12.06 1.3 6.29| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 2.0 6.31| | |
| 25.0 8.0 6 3 0 29.45 3.1 6.61| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 1o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 1 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 37.2 62.0 | 38.1 -79.0 265.6 |
| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 13 (COMBINAÇÃO= 1) |
| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |
| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Fundacao |
|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|
PILAR:P29 num. 29 Esforco de Calculo do Dimensionamento
+----.-----.-----.---.---.----.----.---.---.---.------.---.------.--------.--------+------------.--------------.---------------.
LANCE B(cm) H(cm) ROS SEL BITL BITE Nb NbH NbB AS(cm) RO ASnec | LBDALM LAMDBA | FNd (tf) Mxd (tf,cm) Myd (tf,cm) |
|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|
| Cobertura .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 3 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 70.0 57.4 | 7.3 -15.0 237.9 |
| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 13 (COMBINAÇÃO= 1) |
| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |
| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 2o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 2 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 66.8 57.4 | 21.8 -45.1 300.9 |
| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 13 (COMBINAÇÃO= 1) |
| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |
| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 1o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 1 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 35.0 62.0 | 36.0 -74.5 145.0 |
| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 13 (COMBINAÇÃO= 1) |
| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |
| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Fundacao |
|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|
PILAR:P30 num. 30 Esforco de Calculo do Dimensionamento
+----.-----.-----.---.---.----.----.---.---.---.------.---.------.--------.--------+------------.--------------.---------------.
LANCE B(cm) H(cm) ROS SEL BITL BITE Nb NbH NbB AS(cm) RO ASnec | LBDALM LAMDBA | FNd (tf) Mxd (tf,cm) Myd (tf,cm) |
|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|
| Cobertura .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 3 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 71.5 57.4 | 7.2 -14.8 236.3 |
| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 13 (COMBINAÇÃO= 1) |
| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |
| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
155
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 2o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 2 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 67.3 57.4 | 21.6 -44.8 299.9 |
| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 13 (COMBINAÇÃO= 1) |
| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |
| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 1o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 1 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 35.0 62.0 | 35.8 -74.2 147.4 |
| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 13 (COMBINAÇÃO= 1) |
| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |
| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Fundacao |
|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|
PILAR:P31 num. 31 Esforco de Calculo do Dimensionamento
+----.-----.-----.---.---.----.----.---.---.---.------.---.------.--------.--------+------------.--------------.---------------.
LANCE B(cm) H(cm) ROS SEL BITL BITE Nb NbH NbB AS(cm) RO ASnec | LBDALM LAMDBA | FNd (tf) Mxd (tf,cm) Myd (tf,cm) |
|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|
| Cobertura .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 3 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.91| 70.2 57.4 | 7.7 -15.9 343.3 |
| 12.5 6.3 6 3 0 7.36 .8 3.97| | CASO PÓRTICO = 13 (COMBINAÇÃO= 1) |
| 16.0 6.3 6 3 0 12.06 1.3 4.02| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 2.0 4.09| | |
| 25.0 8.0 6 3 0 29.45 3.1 4.20| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 2o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
| 10.0 5.0 10 5 0 7.85 .8 6.75| 66.8 57.4 | 16.6 186.9 -669.6 |
|L. 2 19.0 50.0 .8 6 12.5 6.3 6 3 0 7.36 .8 6.26| | CASO PÓRTICO = 20 (COMBINAÇÃO= 8) |
| 16.0 6.3 6 3 0 12.06 1.3 6.33| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 2.0 6.38| | |
| 25.0 8.0 6 3 0 29.45 3.1 6.62| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 1o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 1 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 35.0 62.0 | 38.9 -80.4 269.8 |
| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 13 (COMBINAÇÃO= 1) |
| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |
| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |
| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Fundacao |
|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|
PILAR:P32 num. 32 Esforco de Calculo do Dimensionamento
+----.-----.-----.---.---.----.----.---.---.---.------.---.------.--------.--------+------------.--------------.---------------.
LANCE B(cm) H(cm) ROS SEL BITL BITE Nb NbH NbB AS(cm) RO ASnec | LBDALM LAMDBA | FNd (tf) Mxd (tf,cm) Myd (tf,cm) |
|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|
| Cobertura .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 3 19.0 100.0 .4 10 10.0 5.0 10 5 0 7.85 .4 7.60| 90.0 57.4 | 5.0 -65.4 29.8 |
| 12.5 6.3 10 5 0 12.27 .6 7.60| | CASO PÓRTICO = 13 (COMBINAÇÃO= 1) |
| 16.0 6.3 10 5 0 20.11 1.1 7.60| | **VER NOTA (A)** |
| 20.0 6.3 10 5 0 31.42 1.7 7.60| | |
| 25.0 8.0 10 5 0 49.09 2.6 7.66| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 2o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 2 19.0 100.0 .5 12 10.0 5.0 12 6 0 9.42 .5 9.13| 75.2 57.4 | 7.0 -125.7 1935.2 |
| 12.5 6.3 10 5 0 12.27 .6 9.06| | CASO PÓRTICO = 21 (COMBINAÇÃO= 9) |
| 16.0 6.3 10 5 0 20.11 1.1 9.07| | **VER NOTA (A)** |
| 20.0 6.3 10 5 0 31.42 1.7 9.09| | |
| 25.0 8.0 10 5 0 49.09 2.6 9.11| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| 1o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|
|L. 1 19.0 100.0 .6 14 10.0 5.0 14 7 0 11.00 .6 10.01| 55.0 62.0 | 10.5 -100.2 2219.7 |
| 12.5 6.3 10 5 0 12.27 .6 9.79| | CASO PÓRTICO = 21 (COMBINAÇÃO= 9) |
| 16.0 6.3 10 5 0 20.11 1.1 9.85| | **VER NOTA (A)** |
| 20.0 6.3 10 5 0 31.42 1.7 9.83| | |
| 25.0 8.0 10 5 0 49.09 2.6 9.93| | |
| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |
| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |
| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |
| TipoAço ClasseAço ExcMin ExcMax K12 K37 |
| 50 A 2.0 15.0 1 1 |
| Fundacao |
|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|
==============================================================================================================================
**Nota A**:
Este carregamento listado é, dentre os inúmeros carregamentos analisados, o que provocou a seleção desta
armadura em primeiro lugar. Não necessariamente, este carregamento é o que necessita a maior quantidade de
armadura na seção, pois o dimensionamento é feito de forma indireta, por verificação. Exemplificando,
temos duas configurações de armaduras válidas para o lance, uma correspondendo a 17 cm2 e outra a 20 cm2.
Um carregamento inicial necessitou de 18 cm2 e, por esta razão foi selecionada a configuração de 20 cm2 como
a definitiva. Outros carregamentos posteriores necessitaram, por exemplo, de 19 cm2, 19.5 cm2 (sempre
inferiores aos 20 cm2), mas a listagem com o carregamento mais desfavorável foi feita com aquele que necessitou
os 18 cm2, pois foi o primeiro a requisitar os 20 cm2. A pesquisa do carregamento exato que provoca maior
armadura na seção não é realizada automaticamente para não aumentar de forma significativa o tempo de processamento.
Se o usuário quiser calcular a real necessidade de armadura para um carregamento específico, ele poderá fazê-lo
facilmente no Editor de Esforços e Armaduras, comando do próprio Cad/Pilar.
==============================================================================================================================
156
3.2.4 Blocos de fundação
CAD/FUNDACOES V11 DIMENSIONAMENTO DE BLOCOS Pg 1
ACRTS-ASSOC.CULT.RENOV.TEC.SOROCABANA 18110-000 SP 33538300
ROD.SEN.JOSE ERMIRIO DE MORAES, KM.1,5 SOROCABA
0001 GRUPO 12 14/01/16
TQS 18:29:51
------------------------------------------------------------------------------
Fck= 250.00 kgf/cm2 Armad. Princ.: CA50A Recobrimento = 3.00 cm
Este programa utiliza o MÉTODO SIMPLIFICADO DAS BIELAS EM BLOCOS
CONSIDERADOS RÍGIDOS(com um ângulo ótimo entre 45 e 55 graus).
No caso da presença de Momentos Fletores, Considera-se para o
dimensionamento do bloco, a força da estaca MAIS solicitada, dentre os
casos de carregamentos calculados(FE - Força Equivalente na listagem
abaixo). Cabe ao engenheiro o cálculo e o detalhamento de armaduras
complementares para esforços de TRAÇÃO em pontos localizados do bloco,
se houver, em função da geometria do bloco e das solicitações.
Legenda:
FE: Força equivalente para dimensionamento, que causa efeito equivalente
na estaca mais solicitada, dentre todos os casos de carregamento;
AsXfdZ,AsYfdZ: a SOMA de armaduras necessárias para fendilhamento e
cintamento (quando houver);
Ascin: Armadura necessária para cintamento;
- Observar possíveis conversões entre armaduras e tipos de aço
(ex: CA50 para CA60)
BLOCO: 1 - B1 Retang. ( 1x)
.--------------------------.-------------.------------------.------------------.
| GEOMETRIA[cm,m3] | CARGAS[tf,m]| TENSOES[kgf/cm2] | VERIF.[cm,graus] |
.--------------------------.-------------.------------------.------------------.
| Estacas= 1 fi = 32.0 | FN= 19.6 | TensLimP= 398.7 | |
| | | TensPil = 34.7 | |
| Xbl = 60.0 Ybl = 60.0 | | | dutil = 72.0 |
| Alt = 85.0 Vol = .306 |-------------| TensLimE= 225.0 | AnguloX= -86.4 |
| Xpil= 19.0 Ypil= 50.0 | FE= 19.6 | TensEst = 41.2 | AnguloY= 87.4 |
| Formas: 2.04 m2 | | | |
.--------------------------.-------------.------------------.------------------.
| ARMADURAS [cm2,cm] |
.------------------------------------------------------------------------------.
| Prin.X: .9 = 3 {10.0 C/ 25.0 Prin.Y: .9 = 3 {10.0 C/ 25.0 |
| AsXfdZ: 1.2 AsYfdZ: .3 |
| AsXpln: .1 = 8 { 5.0 C/ 6.4 AsYpln: .0 = 8 { 5.0 C/ 6.4 |
| AsCin : .0 Nro Plan.Fretag.=10 |
.------------------------------------------------------------------------------.
Carregamentos: 6 N Mx My [tf,m]
Caso 1: 19.64 .00 .00
Caso 2: 16.59 .00 .00
Caso 3: 16.59 .00 .00
Caso 4: 13.17 .00 .00
Caso 5: 16.59 .00 .00
Caso 6: 16.59 .00 .00
BLOCO: 2 - B2 Retang. ( 1x)
.--------------------------.-------------.------------------.------------------.
| GEOMETRIA[cm,m3] | CARGAS[tf,m]| TENSOES[kgf/cm2] | VERIF.[cm,graus] |
.--------------------------.-------------.------------------.------------------.
| Estacas= 1 fi = 32.0 | FN= 28.6 | TensLimP= 398.7 | |
| | | TensPil = 50.5 | |
| Xbl = 60.0 Ybl = 60.0 | | | dutil = 72.0 |
| Alt = 85.0 Vol = .306 |-------------| TensLimE= 225.0 | AnguloX= -86.4 |
| Xpil= 19.0 Ypil= 50.0 | FE= 28.6 | TensEst = 59.9 | AnguloY= 87.4 |
| Formas: 2.04 m2 | | | |
.--------------------------.-------------.------------------.------------------.
| ARMADURAS [cm2,cm] |
.------------------------------------------------------------------------------.
| Prin.X: .9 = 3 {10.0 C/ 25.0 Prin.Y: .9 = 3 {10.0 C/ 25.0 |
| AsXfdZ: 1.8 AsYfdZ: .4 |
| AsXpln: .2 = 8 { 5.0 C/ 6.4 AsYpln: .0 = 8 { 5.0 C/ 6.4 |
| AsCin : .0 Nro Plan.Fretag.=10 |
.------------------------------------------------------------------------------.
Carregamentos: 6 N Mx My [tf,m]
Caso 1: 28.58 .00 .00
Caso 2: 26.55 .00 .00
Caso 3: 26.55 .00 .00
Caso 4: 23.56 .00 .00
Caso 5: 26.55 .00 .00
Caso 6: 26.55 .00 .00
BLOCO: 3 - B3 Retang. ( 1x)
.--------------------------.-------------.------------------.------------------.
| GEOMETRIA[cm,m3] | CARGAS[tf,m]| TENSOES[kgf/cm2] | VERIF.[cm,graus] |
.--------------------------.-------------.------------------.------------------.
| Estacas= 1 fi = 32.0 | FN= 28.9 | TensLimP= 398.7 | |
| | | TensPil = 51.2 | |
| Xbl = 60.0 Ybl = 60.0 | | | dutil = 72.0 |
| Alt = 85.0 Vol = .306 |-------------| TensLimE= 225.0 | AnguloX= -86.4 |
| Xpil= 19.0 Ypil= 50.0 | FE= 28.9 | TensEst = 60.7 | AnguloY= 87.4 |
| Formas: 2.04 m2 | | | |
.--------------------------.-------------.------------------.------------------.
| ARMADURAS [cm2,cm] |
.------------------------------------------------------------------------------.
| Prin.X: .9 = 3 {10.0 C/ 25.0 Prin.Y: .9 = 3 {10.0 C/ 25.0 |
| AsXfdZ: 1.8 AsYfdZ: .4 |
| AsXpln: .2 = 8 { 5.0 C/ 6.4 AsYpln: .0 = 8 { 5.0 C/ 6.4 |
| AsCin : .0 Nro Plan.Fretag.=10 |
.------------------------------------------------------------------------------.
Carregamentos: 6 N Mx My [tf,m]
Caso 1: 28.95 .00 .00
Caso 2: 24.02 .00 .00
Caso 3: 24.02 .00 .00
Caso 4: 18.18 .00 .00
Caso 5: 24.02 .00 .00
Caso 6: 24.02 .00 .00
157
BLOCO: 4 - B4 Retang. ( 1x)
.--------------------------.-------------.------------------.------------------.
| GEOMETRIA[cm,m3] | CARGAS[tf,m]| TENSOES[kgf/cm2] | VERIF.[cm,graus] |
.--------------------------.-------------.------------------.------------------.
| Estacas= 1 fi = 32.0 | FN= 28.9 | TensLimP= 398.7 | |
| | | TensPil = 51.2 | |
| Xbl = 60.0 Ybl = 60.0 | | | dutil = 72.0 |
| Alt = 85.0 Vol = .306 |-------------| TensLimE= 225.0 | AnguloX= -86.4 |
| Xpil= 19.0 Ypil= 50.0 | FE= 28.9 | TensEst = 60.7 | AnguloY= 87.4 |
| Formas: 2.04 m2 | | | |
.--------------------------.-------------.------------------.------------------.
| ARMADURAS [cm2,cm] |
.------------------------------------------------------------------------------.
| Prin.X: .9 = 3 {10.0 C/ 25.0 Prin.Y: .9 = 3 {10.0 C/ 25.0 |
| AsXfdZ: 1.8 AsYfdZ: .4 |
| AsXpln: .2 = 8 { 5.0 C/ 6.4 AsYpln: .0 = 8 { 5.0 C/ 6.4 |
| AsCin : .0 Nro Plan.Fretag.=10 |
.------------------------------------------------------------------------------.
Carregamentos: 6 N Mx My [tf,m]
Caso 1: 28.95 .00 .00
Caso 2: 24.02 .00 .00
Caso 3: 24.02 .00 .00
Caso 4: 18.18 .00 .00
Caso 5: 24.02 .00 .00
Caso 6: 24.02 .00 .00
BLOCO: 5 - B5 Retang. ( 1x)
.--------------------------.-------------.------------------.------------------.
| GEOMETRIA[cm,m3] | CARGAS[tf,m]| TENSOES[kgf/cm2] | VERIF.[cm,graus] |
.--------------------------.-------------.------------------.------------------.
| Estacas= 1 fi = 32.0 | FN= 28.5 | TensLimP= 398.7 | |
| | | TensPil = 50.5 | |
| Xbl = 60.0 Ybl = 60.0 | | | dutil = 72.0 |
| Alt = 85.0 Vol = .306 |-------------| TensLimE= 225.0 | AnguloX= -86.4 |
| Xpil= 19.0 Ypil= 50.0 | FE= 28.5 | TensEst = 59.8 | AnguloY= 87.4 |
| Formas: 2.04 m2 | | | |
.--------------------------.-------------.------------------.------------------.
| ARMADURAS [cm2,cm] |
.------------------------------------------------------------------------------.
| Prin.X: .9 = 3 {10.0 C/ 25.0 Prin.Y: .9 = 3 {10.0 C/ 25.0 |
| AsXfdZ: 1.8 AsYfdZ: .4 |
| AsXpln: .2 = 8 { 5.0 C/ 6.4 AsYpln: .0 = 8 { 5.0 C/ 6.4 |
| AsCin : .0 Nro Plan.Fretag.=10 |
.------------------------------------------------------------------------------.
Carregamentos: 6 N Mx My [tf,m]
Caso 1: 28.53 .00 .00
Caso 2: 26.51 .00 .00
Caso 3: 26.51 .00 .00
Caso 4: 23.53 .00 .00
Caso 5: 26.51 .00 .00
Caso 6: 26.51 .00 .00
BLOCO: 6 - B6 Retang. ( 1x)
.--------------------------.-------------.------------------.------------------.
| GEOMETRIA[cm,m3] | CARGAS[tf,m]| TENSOES[kgf/cm2] | VERIF.[cm,graus] |
.--------------------------.-------------.------------------.------------------.
| Estacas= 1 fi = 32.0 | FN= 19.4 | TensLimP= 398.7 | |
| | | TensPil = 34.3 | |
| Xbl = 60.0 Ybl = 60.0 | | | dutil = 72.0 |
| Alt = 85.0 Vol = .306 |-------------| TensLimE= 225.0 | AnguloX= -86.4 |
| Xpil= 19.0 Ypil= 50.0 | FE= 19.4 | TensEst = 40.7 | AnguloY= 87.4 |
| Formas: 2.04 m2 | | | |
.--------------------------.-------------.------------------.------------------.
| ARMADURAS [cm2,cm] |
.------------------------------------------------------------------------------.
| Prin.X: .9 = 3 {10.0 C/ 25.0 Prin.Y: .9 = 3 {10.0 C/ 25.0 |
| AsXfdZ: 1.2 AsYfdZ: .3 |
| AsXpln: .1 = 8 { 5.0 C/ 6.4 AsYpln: .0 = 8 { 5.0 C/ 6.4 |
| AsCin : .0 Nro Plan.Fretag.=10 |
.------------------------------------------------------------------------------.
Carregamentos: 6 N Mx My [tf,m]
Caso 1: 19.39 .00 .00
Caso 2: 16.33 .00 .00
Caso 3: 16.33 .00 .00
Caso 4: 12.90 .00 .00
Caso 5: 16.33 .00 .00
Caso 6: 16.33 .00 .00
BLOCO: 8 - B8 Retang. ( 1x)
.--------------------------.-------------.------------------.------------------.
| GEOMETRIA[cm,m3] | CARGAS[tf,m]| TENSOES[kgf/cm2] | VERIF.[cm,graus] |
.--------------------------.-------------.------------------.------------------.
| Estacas= 1 fi = 32.0 | FN= 17.8 | TensLimP= 398.7 | |
| | | TensPil = 31.5 | |
| Xbl = 60.0 Ybl = 60.0 | | | dutil = 72.0 |
| Alt = 85.0 Vol = .306 |-------------| TensLimE= 225.0 | AnguloX= -86.4 |
| Xpil= 50.0 Ypil= 19.0 | FE= 17.8 | TensEst = 37.3 | AnguloY= 87.4 |
| Formas: 2.04 m2 | | | |
.--------------------------.-------------.------------------.------------------.
| ARMADURAS [cm2,cm] |
.------------------------------------------------------------------------------.
| Prin.X: .9 = 3 {10.0 C/ 25.0 Prin.Y: .9 = 3 {10.0 C/ 25.0 |
| AsXfdZ: .3 AsYfdZ: 1.1 |
| AsXpln: .0 = 8 { 5.0 C/ 6.4 AsYpln: .1 = 8 { 5.0 C/ 6.4 |
| AsCin : .0 Nro Plan.Fretag.=10 |
.------------------------------------------------------------------------------.
Carregamentos: 6 N Mx My [tf,m]
Caso 1: 17.81 .00 .00
Caso 2: 13.84 .00 .00
Caso 3: 13.84 .00 .00
Caso 4: 9.32 .00 .00
Caso 5: 13.84 .00 .00
Caso 6: 13.84 .00 .00
BLOCO: 7 - B7 Retang. ( 1x)
.--------------------------.-------------.------------------.------------------.
| GEOMETRIA[cm,m3] | CARGAS[tf,m]| TENSOES[kgf/cm2] | VERIF.[cm,graus] |
.--------------------------.-------------.------------------.------------------.
| Estacas= 1 fi = 32.0 | FN= 16.1 | TensLimP= 398.7 | |
| | | TensPil = 28.5 | |
| Xbl = 60.0 Ybl = 60.0 | | | dutil = 72.0 |
| Alt = 85.0 Vol = .306 |-------------| TensLimE= 225.0 | AnguloX= -86.4 |
| Xpil= 19.0 Ypil= 50.0 | FE= 16.1 | TensEst = 33.8 | AnguloY= 87.4 |
| Formas: 2.04 m2 | | | |
158
.--------------------------.-------------.------------------.------------------.
| ARMADURAS [cm2,cm] |
.------------------------------------------------------------------------------.
| Prin.X: .9 = 3 {10.0 C/ 25.0 Prin.Y: .9 = 3 {10.0 C/ 25.0 |
| AsXfdZ: 1.0 AsYfdZ: .2 |
| AsXpln: .1 = 8 { 5.0 C/ 6.4 AsYpln: .0 = 8 { 5.0 C/ 6.4 |
| AsCin : .0 Nro Plan.Fretag.=10 |
.------------------------------------------------------------------------------.
Carregamentos: 6 N Mx My [tf,m]
Caso 1: 16.13 .00 .00
Caso 2: 11.04 .00 .00
Caso 3: 11.04 .00 .00
Caso 4: 5.69 .00 .00
Caso 5: 11.04 .00 .00
Caso 6: 11.04 .00 .00
BLOCO: 9 - B9 Retang. ( 1x)
.--------------------------.-------------.------------------.------------------.
| GEOMETRIA[cm,m3] | CARGAS[tf,m]| TENSOES[kgf/cm2] | VERIF.[cm,graus] |
.--------------------------.-------------.------------------.------------------.
| Estacas= 1 fi = 32.0 | FN= 16.4 | TensLimP= 398.7 | |
| | | TensPil = 29.0 | |
| Xbl = 60.0 Ybl = 60.0 | | | dutil = 72.0 |
| Alt = 85.0 Vol = .306 |-------------| TensLimE= 225.0 | AnguloX= -86.4 |
| Xpil= 19.0 Ypil= 50.0 | FE= 16.4 | TensEst = 34.3 | AnguloY= 87.4 |
| Formas: 2.04 m2 | | | |
.--------------------------.-------------.------------------.------------------.
| ARMADURAS [cm2,cm] |
.------------------------------------------------------------------------------.
| Prin.X: .9 = 3 {10.0 C/ 25.0 Prin.Y: .9 = 3 {10.0 C/ 25.0 |
| AsXfdZ: 1.0 AsYfdZ: .2 |
| AsXpln: .1 = 8 { 5.0 C/ 6.4 AsYpln: .0 = 8 { 5.0 C/ 6.4 |
| AsCin : .0 Nro Plan.Fretag.=10 |
.------------------------------------------------------------------------------.
Carregamentos: 6 N Mx My [tf,m]
Caso 1: 16.37 .00 .00
Caso 2: 11.28 .00 .00
Caso 3: 11.28 .00 .00
Caso 4: 5.95 .00 .00
Caso 5: 11.28 .00 .00
Caso 6: 11.28 .00 .00
BLOCO: 10 - B10 Retang. ( 1x)
.--------------------------.-------------.------------------.------------------.
| GEOMETRIA[cm,m3] | CARGAS[tf,m]| TENSOES[kgf/cm2] | VERIF.[cm,graus] |
.--------------------------.-------------.------------------.------------------.
| Estacas= 1 fi = 32.0 | FN= 17.7 | TensLimP= 398.7 | |
| | | TensPil = 31.4 | |
| Xbl = 60.0 Ybl = 60.0 | | | dutil = 72.0 |
| Alt = 85.0 Vol = .306 |-------------| TensLimE= 225.0 | AnguloX= -86.4 |
| Xpil= 50.0 Ypil= 19.0 | FE= 17.7 | TensEst = 37.2 | AnguloY= 87.4 |
| Formas: 2.04 m2 | | | |
.--------------------------.-------------.------------------.------------------.
| ARMADURAS [cm2,cm] |
.------------------------------------------------------------------------------.
| Prin.X: .9 = 3 {10.0 C/ 25.0 Prin.Y: .9 = 3 {10.0 C/ 25.0 |
| AsXfdZ: .3 AsYfdZ: 1.1 |
| AsXpln: .0 = 8 { 5.0 C/ 6.4 AsYpln: .1 = 8 { 5.0 C/ 6.4 |
| AsCin : .0 Nro Plan.Fretag.=10 |
.------------------------------------------------------------------------------.
Carregamentos: 6 N Mx My [tf,m]
Caso 1: 17.75 .00 .00
Caso 2: 13.59 .00 .00
Caso 3: 13.59 .00 .00
Caso 4: 8.87 .00 .00
Caso 5: 13.59 .00 .00
Caso 6: 13.59 .00 .00
BLOCO: 11 - B11 Retang. ( 1x)
.--------------------------.-------------.------------------.------------------.
| GEOMETRIA[cm,m3] | CARGAS[tf,m]| TENSOES[kgf/cm2] | VERIF.[cm,graus] |
.--------------------------.-------------.------------------.------------------.
| Estacas= 1 fi = 32.0 | FN= 27.7 | TensLimP= 398.7 | |
| | | TensPil = 48.9 | |
| Xbl = 60.0 Ybl = 60.0 | | | dutil = 72.0 |
| Alt = 85.0 Vol = .306 |-------------| TensLimE= 225.0 | AnguloX= -86.4 |
| Xpil= 19.0 Ypil= 50.0 | FE= 27.7 | TensEst = 58.0 | AnguloY= 87.4 |
| Formas: 2.04 m2 | | | |
.--------------------------.-------------.------------------.------------------.
| ARMADURAS [cm2,cm] |
.------------------------------------------------------------------------------.
| Prin.X: .9 = 3 {10.0 C/ 25.0 Prin.Y: .9 = 3 {10.0 C/ 25.0 |
| AsXfdZ: 1.7 AsYfdZ: .4 |
| AsXpln: .2 = 8 { 5.0 C/ 6.4 AsYpln: .0 = 8 { 5.0 C/ 6.4 |
| AsCin : .0 Nro Plan.Fretag.=10 |
.------------------------------------------------------------------------------.
Carregamentos: 6 N Mx My [tf,m]
Caso 1: 27.65 .00 .00
Caso 2: 24.67 .00 .00
Caso 3: 24.67 .00 .00
Caso 4: 20.80 .00 .00
Caso 5: 24.67 .00 .00
Caso 6: 24.67 .00 .00
BLOCO: 12 - B12 Retang. ( 1x)
.--------------------------.-------------.------------------.------------------.
| GEOMETRIA[cm,m3] | CARGAS[tf,m]| TENSOES[kgf/cm2] | VERIF.[cm,graus] |
.--------------------------.-------------.------------------.------------------.
| Estacas= 1 fi = 32.0 | FN= 27.2 | TensLimP= 398.7 | |
| | | TensPil = 48.2 | |
| Xbl = 60.0 Ybl = 60.0 | | | dutil = 72.0 |
| Alt = 85.0 Vol = .306 |-------------| TensLimE= 225.0 | AnguloX= -86.4 |
| Xpil= 19.0 Ypil= 50.0 | FE= 27.2 | TensEst = 57.1 | AnguloY= 87.4 |
| Formas: 2.04 m2 | | | |
.--------------------------.-------------.------------------.------------------.
| ARMADURAS [cm2,cm] |
.------------------------------------------------------------------------------.
| Prin.X: .9 = 3 {10.0 C/ 25.0 Prin.Y: .9 = 3 {10.0 C/ 25.0 |
| AsXfdZ: 1.7 AsYfdZ: .4 |
| AsXpln: .2 = 8 { 5.0 C/ 6.4 AsYpln: .0 = 8 { 5.0 C/ 6.4 |
| AsCin : .0 Nro Plan.Fretag.=10 |
.------------------------------------------------------------------------------.
Carregamentos: 6 N Mx My [tf,m]
Caso 1: 27.24 .00 .00
159
Caso 2: 24.22 .00 .00
Caso 3: 24.22 .00 .00
Caso 4: 20.33 .00 .00
Caso 5: 24.22 .00 .00
Caso 6: 24.22 .00 .00
BLOCO: 13 - B13 Retang. ( 1x)
.--------------------------.-------------.------------------.------------------.
| GEOMETRIA[cm,m3] | CARGAS[tf,m]| TENSOES[kgf/cm2] | VERIF.[cm,graus] |
.--------------------------.-------------.------------------.------------------.
| Estacas= 1 fi = 32.0 | FN= 15.9 | TensLimP= 398.7 | |
| | | TensPil = 28.0 | |
| Xbl = 60.0 Ybl = 60.0 | | | dutil = 72.0 |
| Alt = 85.0 Vol = .306 |-------------| TensLimE= 225.0 | AnguloX= -86.4 |
| Xpil= 19.0 Ypil= 50.0 | FE= 15.9 | TensEst = 33.2 | AnguloY= 87.4 |
| Formas: 2.04 m2 | | | |
.--------------------------.-------------.------------------.------------------.
| ARMADURAS [cm2,cm] |
.------------------------------------------------------------------------------.
| Prin.X: .9 = 3 {10.0 C/ 25.0 Prin.Y: .9 = 3 {10.0 C/ 25.0 |
| AsXfdZ: 1.0 AsYfdZ: .2 |
| AsXpln: .1 = 8 { 5.0 C/ 6.4 AsYpln: .0 = 8 { 5.0 C/ 6.4 |
| AsCin : .0 Nro Plan.Fretag.=10 |
.------------------------------------------------------------------------------.
Carregamentos: 6 N Mx My [tf,m]
Caso 1: 15.85 .00 .00
Caso 2: 14.60 .00 .00
Caso 3: 14.60 .00 .00
Caso 4: 12.94 .00 .00
Caso 5: 14.60 .00 .00
Caso 6: 14.60 .00 .00
BLOCO: 14 - B14 Retang. ( 1x)
.--------------------------.-------------.------------------.------------------.
| GEOMETRIA[cm,m3] | CARGAS[tf,m]| TENSOES[kgf/cm2] | VERIF.[cm,graus] |
.--------------------------.-------------.------------------.------------------.
| Estacas= 1 fi = 32.0 | FN= 15.5 | TensLimP= 398.7 | |
| | | TensPil = 27.4 | |
| Xbl = 60.0 Ybl = 60.0 | | | dutil = 72.0 |
| Alt = 85.0 Vol = .306 |-------------| TensLimE= 225.0 | AnguloX= -86.4 |
| Xpil= 19.0 Ypil= 50.0 | FE= 15.5 | TensEst = 32.5 | AnguloY= 87.4 |
| Formas: 2.04 m2 | | | |
.--------------------------.-------------.------------------.------------------.
| ARMADURAS [cm2,cm] |
.------------------------------------------------------------------------------.
| Prin.X: .9 = 3 {10.0 C/ 25.0 Prin.Y: .9 = 3 {10.0 C/ 25.0 |
| AsXfdZ: 1.0 AsYfdZ: .2 |
| AsXpln: .1 = 8 { 5.0 C/ 6.4 AsYpln: .0 = 8 { 5.0 C/ 6.4 |
| AsCin : .0 Nro Plan.Fretag.=10 |
.------------------------------------------------------------------------------.
Carregamentos: 6 N Mx My [tf,m]
Caso 1: 15.51 .00 .00
Caso 2: 14.27 .00 .00
Caso 3: 14.27 .00 .00
Caso 4: 12.62 .00 .00
Caso 5: 14.27 .00 .00
Caso 6: 14.27 .00 .00
BLOCO: 15 - B15 Retang. ( 1x)
.--------------------------.-------------.------------------.------------------.
| GEOMETRIA[cm,m3] | CARGAS[tf,m]| TENSOES[kgf/cm2] | VERIF.[cm,graus] |
.--------------------------.-------------.------------------.------------------.
| Estacas= 1 fi = 32.0 | FN= 27.4 | TensLimP= 398.7 | |
| | | TensPil = 48.4 | |
| Xbl = 60.0 Ybl = 60.0 | | | dutil = 72.0 |
| Alt = 85.0 Vol = .306 |-------------| TensLimE= 225.0 | AnguloX= -86.4 |
| Xpil= 19.0 Ypil= 50.0 | FE= 27.4 | TensEst = 57.4 | AnguloY= 87.4 |
| Formas: 2.04 m2 | | | |
.--------------------------.-------------.------------------.------------------.
| ARMADURAS [cm2,cm] |
.------------------------------------------------------------------------------.
| Prin.X: .9 = 3 {10.0 C/ 25.0 Prin.Y: .9 = 3 {10.0 C/ 25.0 |
| AsXfdZ: 1.7 AsYfdZ: .4 |
| AsXpln: .2 = 8 { 5.0 C/ 6.4 AsYpln: .0 = 8 { 5.0 C/ 6.4 |
| AsCin : .0 Nro Plan.Fretag.=10 |
.------------------------------------------------------------------------------.
Carregamentos: 6 N Mx My [tf,m]
Caso 1: 27.35 .00 .00
Caso 2: 25.48 .00 .00
Caso 3: 25.48 .00 .00
Caso 4: 22.57 .00 .00
Caso 5: 25.48 .00 .00
Caso 6: 25.48 .00 .00
BLOCO: 16 - B16 Retang. ( 1x)
.--------------------------.-------------.------------------.------------------.
| GEOMETRIA[cm,m3] | CARGAS[tf,m]| TENSOES[kgf/cm2] | VERIF.[cm,graus] |
.--------------------------.-------------.------------------.------------------.
| Estacas= 1 fi = 32.0 | FN= 26.9 | TensLimP= 398.7 | |
| | | TensPil = 47.6 | |
| Xbl = 60.0 Ybl = 60.0 | | | dutil = 72.0 |
| Alt = 85.0 Vol = .306 |-------------| TensLimE= 225.0 | AnguloX= -86.4 |
| Xpil= 19.0 Ypil= 50.0 | FE= 26.9 | TensEst = 56.5 | AnguloY= 87.4 |
| Formas: 2.04 m2 | | | |
.--------------------------.-------------.------------------.------------------.
| ARMADURAS [cm2,cm] |
.------------------------------------------------------------------------------.
| Prin.X: .9 = 3 {10.0 C/ 25.0 Prin.Y: .9 = 3 {10.0 C/ 25.0 |
| AsXfdZ: 1.7 AsYfdZ: .4 |
| AsXpln: .2 = 8 { 5.0 C/ 6.4 AsYpln: .0 = 8 { 5.0 C/ 6.4 |
| AsCin : .0 Nro Plan.Fretag.=10 |
.------------------------------------------------------------------------------.
Carregamentos: 6 N Mx My [tf,m]
Caso 1: 26.94 .00 .00
Caso 2: 25.04 .00 .00
Caso 3: 25.04 .00 .00
Caso 4: 22.13 .00 .00
Caso 5: 25.04 .00 .00
Caso 6: 25.04 .00 .00
BLOCO: 17 - B17 Retang. ( 1x)
.--------------------------.-------------.------------------.------------------.
| GEOMETRIA[cm,m3] | CARGAS[tf,m]| TENSOES[kgf/cm2] | VERIF.[cm,graus] |
.--------------------------.-------------.------------------.------------------.
160
| Estacas= 1 fi = 32.0 | FN= 27.4 | TensLimP= 398.7 | |
| | | TensPil = 48.4 | |
| Xbl = 60.0 Ybl = 60.0 | | | dutil = 72.0 |
| Alt = 85.0 Vol = .306 |-------------| TensLimE= 225.0 | AnguloX= -86.4 |
| Xpil= 19.0 Ypil= 50.0 | FE= 27.4 | TensEst = 57.4 | AnguloY= 87.4 |
| Formas: 2.04 m2 | | | |
.--------------------------.-------------.------------------.------------------.
| ARMADURAS [cm2,cm] |
.------------------------------------------------------------------------------.
| Prin.X: .9 = 3 {10.0 C/ 25.0 Prin.Y: .9 = 3 {10.0 C/ 25.0 |
| AsXfdZ: 1.7 AsYfdZ: .4 |
| AsXpln: .2 = 8 { 5.0 C/ 6.4 AsYpln: .0 = 8 { 5.0 C/ 6.4 |
| AsCin : .0 Nro Plan.Fretag.=10 |
.------------------------------------------------------------------------------.
Carregamentos: 6 N Mx My [tf,m]
Caso 1: 27.38 .00 .00
Caso 2: 25.71 .00 .00
Caso 3: 25.71 .00 .00
Caso 4: 22.90 .00 .00
Caso 5: 25.71 .00 .00
Caso 6: 25.71 .00 .00
BLOCO: 18 - B18 Retang. ( 1x)
.--------------------------.-------------.------------------.------------------.
| GEOMETRIA[cm,m3] | CARGAS[tf,m]| TENSOES[kgf/cm2] | VERIF.[cm,graus] |
.--------------------------.-------------.------------------.------------------.
| Estacas= 1 fi = 32.0 | FN= 27.3 | TensLimP= 398.7 | |
| | | TensPil = 48.2 | |
| Xbl = 60.0 Ybl = 60.0 | | | dutil = 72.0 |
| Alt = 85.0 Vol = .306 |-------------| TensLimE= 225.0 | AnguloX= -86.4 |
| Xpil= 19.0 Ypil= 50.0 | FE= 27.3 | TensEst = 57.2 | AnguloY= 87.4 |
| Formas: 2.04 m2 | | | |
.--------------------------.-------------.------------------.------------------.
| ARMADURAS [cm2,cm] |
.------------------------------------------------------------------------------.
| Prin.X: .9 = 3 {10.0 C/ 25.0 Prin.Y: .9 = 3 {10.0 C/ 25.0 |
| AsXfdZ: 1.7 AsYfdZ: .4 |
| AsXpln: .2 = 8 { 5.0 C/ 6.4 AsYpln: .0 = 8 { 5.0 C/ 6.4 |
| AsCin : .0 Nro Plan.Fretag.=10 |
.------------------------------------------------------------------------------.
Carregamentos: 6 N Mx My [tf,m]
Caso 1: 27.28 .00 .00
Caso 2: 25.60 .00 .00
Caso 3: 25.60 .00 .00
Caso 4: 22.79 .00 .00
Caso 5: 25.60 .00 .00
Caso 6: 25.60 .00 .00
BLOCO: 19 - B19 Retang. ( 1x)
.--------------------------.-------------.------------------.------------------.
| GEOMETRIA[cm,m3] | CARGAS[tf,m]| TENSOES[kgf/cm2] | VERIF.[cm,graus] |
.--------------------------.-------------.------------------.------------------.
| Estacas= 1 fi = 32.0 | FN= 24.0 | TensLimP= 539.9 | |
| | | TensPil = 21.3 | |
| Xbl = 110.0 Ybl = 60.0 | | | dutil = 72.0 |
| Alt = 85.0 Vol = .561 |-------------| TensLimE= 225.0 | AnguloX= -76.7 |
| Xpil= 100.0 Ypil= 19.0 | FE= 24.0 | TensEst = 53.0 | AnguloY= 87.4 |
| Formas: 2.89 m2 | | | |
.--------------------------.-------------.------------------.------------------.
| ARMADURAS [cm2,cm] |
.------------------------------------------------------------------------------.
| Prin.X: 1.6 = 3 {10.0 C/ 25.0 Prin.Y: 1.6 = 5 {10.0 C/ 25.0 |
| AsXfdZ: .3 AsYfdZ: 1.5 |
| AsXpln: .0 = 8 { 5.0 C/ 6.4 AsYpln: .1 = 16 { 5.0 C/ 6.4 |
| AsCin : .0 Nro Plan.Fretag.=10 |
.------------------------------------------------------------------------------.
Carregamentos: 6 N Mx My [tf,m]
Caso 1: 24.03 .00 .00
Caso 2: 16.25 .00 .00
Caso 3: 16.25 .00 .00
Caso 4: 8.20 .00 .00
Caso 5: 16.25 .00 .00
Caso 6: 16.25 .00 .00
BLOCO: 20 - B20 Retang. ( 1x)
.--------------------------.-------------.------------------.------------------.
| GEOMETRIA[cm,m3] | CARGAS[tf,m]| TENSOES[kgf/cm2] | VERIF.[cm,graus] |
.--------------------------.-------------.------------------.------------------.
| Estacas= 1 fi = 32.0 | FN= 23.4 | TensLimP= 539.9 | |
| | | TensPil = 20.7 | |
| Xbl = 110.0 Ybl = 60.0 | | | dutil = 72.0 |
| Alt = 85.0 Vol = .561 |-------------| TensLimE= 225.0 | AnguloX= -76.7 |
| Xpil= 100.0 Ypil= 19.0 | FE= 23.4 | TensEst = 51.6 | AnguloY= 87.4 |
| Formas: 2.89 m2 | | | |
.--------------------------.-------------.------------------.------------------.
| ARMADURAS [cm2,cm] |
.------------------------------------------------------------------------------.
| Prin.X: 1.6 = 3 {10.0 C/ 25.0 Prin.Y: 1.6 = 5 {10.0 C/ 25.0 |
| AsXfdZ: .3 AsYfdZ: 1.4 |
| AsXpln: .0 = 8 { 5.0 C/ 6.4 AsYpln: .1 = 16 { 5.0 C/ 6.4 |
| AsCin : .0 Nro Plan.Fretag.=10 |
.------------------------------------------------------------------------------.
Carregamentos: 6 N Mx My [tf,m]
Caso 1: 23.38 .00 .00
Caso 2: 15.59 .00 .00
Caso 3: 15.59 .00 .00
Caso 4: 7.51 .00 .00
Caso 5: 15.59 .00 .00
Caso 6: 15.59 .00 .00
BLOCO: 21 - B21 Retang. ( 1x)
.--------------------------.-------------.------------------.------------------.
| GEOMETRIA[cm,m3] | CARGAS[tf,m]| TENSOES[kgf/cm2] | VERIF.[cm,graus] |
.--------------------------.-------------.------------------.------------------.
| Estacas= 2 fi = 32.0 | FN= 34.1 | TensLimP= 225.0 | dmin = 31.5 |
| DisX= 90.0 | | TensPil = 66.5 | dmax = 44.7 |
| Xbl = 150.0 Ybl = 60.0 | MY= .0 | | dutil = 72.0 |
| Alt = 85.0 Vol = .765 |-------------| TensLimE= 225.0 | AnguloX= 66.4 |
| Xpil= 54.0 Ypil= 19.0 | FE= 34.1 | TensEst = 42.4 | AnguloY= 66.4 |
| Formas: 3.57 m2 | | | |
| ************************ | | | **** |
.--------------------------.-------------.------------------.------------------.
| ARMADURAS [cm2,cm] |
.------------------------------------------------------------------------------.
| Prin.X: 2.9 = 4 {10.0 C/ 15.0 SecndY: .8 = 6 { 5.0 C/ 25.0 |
161
| P.Estr: .8 = 4 { 5.0 C/ 15.0 Laterl: .5 = 3 { 5.0 C/ 25.0 |
.------------------------------------------------------------------------------.
ATENCAO: Xbl menor que o recomendado. - Recomendado: 180.00 Fornecido: 150.00
Carregamentos: 6 N Mx My [tf,m]
Caso 1: 34.07 .00 .00
Caso 2: 32.53 .00 .00
Caso 3: 32.53 .00 .00
Caso 4: 29.77 .00 .00
Caso 5: 32.53 .00 .00
Caso 6: 32.53 .00 .00
BLOCO: 22 - B22 Retang. ( 1x)
.--------------------------.-------------.------------------.------------------.
| GEOMETRIA[cm,m3] | CARGAS[tf,m]| TENSOES[kgf/cm2] | VERIF.[cm,graus] |
.--------------------------.-------------.------------------.------------------.
| Estacas= 2 fi = 32.0 | FN= 32.6 | TensLimP= 225.0 | dmin = 31.5 |
| DisX= 90.0 | | TensPil = 63.6 | dmax = 44.7 |
| Xbl = 150.0 Ybl = 60.0 | MY= .0 | | dutil = 72.0 |
| Alt = 85.0 Vol = .765 |-------------| TensLimE= 225.0 | AnguloX= 66.4 |
| Xpil= 54.0 Ypil= 19.0 | FE= 32.6 | TensEst = 40.6 | AnguloY= 66.4 |
| Formas: 3.57 m2 | | | |
| ************************ | | | **** |
.--------------------------.-------------.------------------.------------------.
| ARMADURAS [cm2,cm] |
.------------------------------------------------------------------------------.
| Prin.X: 2.8 = 4 {10.0 C/ 15.0 SecndY: .8 = 6 { 5.0 C/ 25.0 |
| P.Estr: .8 = 4 { 5.0 C/ 15.0 Laterl: .5 = 3 { 5.0 C/ 25.0 |
.------------------------------------------------------------------------------.
ATENCAO: Xbl menor que o recomendado. - Recomendado: 180.00 Fornecido: 150.00
Carregamentos: 6 N Mx My [tf,m]
Caso 1: 32.61 .00 .00
Caso 2: 32.01 .00 .00
Caso 3: 32.01 .00 .00
Caso 4: 30.26 .00 .00
Caso 5: 32.01 .00 .00
Caso 6: 32.01 .00 .00
BLOCO: 23 - B23 Retang. ( 1x)
.--------------------------.-------------.------------------.------------------.
| GEOMETRIA[cm,m3] | CARGAS[tf,m]| TENSOES[kgf/cm2] | VERIF.[cm,graus] |
.--------------------------.-------------.------------------.------------------.
| Estacas= 2 fi = 32.0 | FN= 28.5 | TensLimP= 225.0 | dmin = 32.5 |
| DisX= 90.0 | | TensPil = 60.7 | dmax = 46.1 |
| Xbl = 150.0 Ybl = 60.0 | MY= .0 | | dutil = 72.0 |
| Alt = 85.0 Vol = .765 |-------------| TensLimE= 225.0 | AnguloX= 65.7 |
| Xpil= 50.0 Ypil= 19.0 | FE= 28.5 | TensEst = 35.9 | AnguloY= 65.7 |
| Formas: 3.57 m2 | | | |
| ************************ | | | **** |
.--------------------------.-------------.------------------.------------------.
| ARMADURAS [cm2,cm] |
.------------------------------------------------------------------------------.
| Prin.X: 2.5 = 4 {10.0 C/ 15.0 SecndY: .8 = 6 { 5.0 C/ 25.0 |
| P.Estr: .8 = 4 { 5.0 C/ 15.0 Laterl: .4 = 3 { 5.0 C/ 25.0 |
.------------------------------------------------------------------------------.
ATENCAO: Xbl menor que o recomendado. - Recomendado: 180.00 Fornecido: 150.00
Carregamentos: 6 N Mx My [tf,m]
Caso 1: 28.54 .00 .00
Caso 2: 27.80 .00 .00
Caso 3: 27.80 .00 .00
Caso 4: 26.13 .00 .00
Caso 5: 27.80 .00 .00
Caso 6: 27.80 .00 .00
BLOCO: 24 - B24 Retang. ( 1x)
.--------------------------.-------------.------------------.------------------.
| GEOMETRIA[cm,m3] | CARGAS[tf,m]| TENSOES[kgf/cm2] | VERIF.[cm,graus] |
.--------------------------.-------------.------------------.------------------.
| Estacas= 2 fi = 32.0 | FN= 51.3 | TensLimP= 225.0 | dmin = 31.5 |
| DisX= 90.0 | | TensPil = 100.2 | dmax = 44.7 |
| Xbl = 150.0 Ybl = 60.0 | MY= .0 | | dutil = 72.0 |
| Alt = 85.0 Vol = .765 |-------------| TensLimE= 225.0 | AnguloX= 66.4 |
| Xpil= 54.0 Ypil= 19.0 | FE= 51.3 | TensEst = 63.9 | AnguloY= 66.4 |
| Formas: 3.57 m2 | | | |
| ************************ | | | **** |
.--------------------------.-------------.------------------.------------------.
| ARMADURAS [cm2,cm] |
.------------------------------------------------------------------------------.
| Prin.X: 4.3 = 4 {12.5 C/ 15.0 SecndY: .8 = 6 { 5.0 C/ 25.0 |
| P.Estr: .8 = 4 { 5.0 C/ 15.0 Laterl: .7 = 4 { 5.0 C/ 20.0 |
.------------------------------------------------------------------------------.
ATENCAO: Xbl menor que o recomendado. - Recomendado: 180.00 Fornecido: 150.00
Carregamentos: 6 N Mx My [tf,m]
Caso 1: 51.34 .00 .00
Caso 2: 50.73 .00 .00
Caso 3: 50.73 .00 .00
Caso 4: 48.66 .00 .00
Caso 5: 50.73 .00 .00
Caso 6: 50.73 .00 .00
BLOCO: 25 - B25 Retang. ( 1x)
.--------------------------.-------------.------------------.------------------.
| GEOMETRIA[cm,m3] | CARGAS[tf,m]| TENSOES[kgf/cm2] | VERIF.[cm,graus] |
.--------------------------.-------------.------------------.------------------.
| Estacas= 2 fi = 32.0 | FN= 51.3 | TensLimP= 225.0 | dmin = 31.5 |
| DisX= 90.0 | | TensPil = 100.1 | dmax = 44.7 |
| Xbl = 150.0 Ybl = 60.0 | MY= .0 | | dutil = 72.0 |
| Alt = 85.0 Vol = .765 |-------------| TensLimE= 225.0 | AnguloX= 66.4 |
| Xpil= 54.0 Ypil= 19.0 | FE= 51.3 | TensEst = 63.9 | AnguloY= 66.4 |
| Formas: 3.57 m2 | | | |
| ************************ | | | **** |
.--------------------------.-------------.------------------.------------------.
| ARMADURAS [cm2,cm] |
.------------------------------------------------------------------------------.
| Prin.X: 4.3 = 4 {12.5 C/ 15.0 SecndY: .8 = 6 { 5.0 C/ 25.0 |
| P.Estr: .8 = 4 { 5.0 C/ 15.0 Laterl: .7 = 4 { 5.0 C/ 20.0 |
.------------------------------------------------------------------------------.
ATENCAO: Xbl menor que o recomendado. - Recomendado: 180.00 Fornecido: 150.00
Carregamentos: 6 N Mx My [tf,m]
Caso 1: 51.32 .00 .00
Caso 2: 50.71 .00 .00
Caso 3: 50.71 .00 .00
Caso 4: 48.61 .00 .00
Caso 5: 50.71 .00 .00
Caso 6: 50.71 .00 .00
162
BLOCO: 26 - B26 Retang. ( 1x)
.--------------------------.-------------.------------------.------------------.
| GEOMETRIA[cm,m3] | CARGAS[tf,m]| TENSOES[kgf/cm2] | VERIF.[cm,graus] |
.--------------------------.-------------.------------------.------------------.
| Estacas= 2 fi = 32.0 | FN= 34.1 | TensLimP= 225.0 | dmin = 31.5 |
| DisX= 90.0 | | TensPil = 66.5 | dmax = 44.7 |
| Xbl = 150.0 Ybl = 60.0 | MY= .0 | | dutil = 72.0 |
| Alt = 85.0 Vol = .765 |-------------| TensLimE= 225.0 | AnguloX= 66.4 |
| Xpil= 54.0 Ypil= 19.0 | FE= 34.1 | TensEst = 42.4 | AnguloY= 66.4 |
| Formas: 3.57 m2 | | | |
| ************************ | | | **** |
.--------------------------.-------------.------------------.------------------.
| ARMADURAS [cm2,cm] |
.------------------------------------------------------------------------------.
| Prin.X: 2.9 = 4 {10.0 C/ 15.0 SecndY: .8 = 6 { 5.0 C/ 25.0 |
| P.Estr: .8 = 4 { 5.0 C/ 15.0 Laterl: .5 = 3 { 5.0 C/ 25.0 |
.------------------------------------------------------------------------------.
ATENCAO: Xbl menor que o recomendado. - Recomendado: 180.00 Fornecido: 150.00
Carregamentos: 6 N Mx My [tf,m]
Caso 1: 34.09 .00 .00
Caso 2: 32.51 .00 .00
Caso 3: 32.51 .00 .00
Caso 4: 29.72 .00 .00
Caso 5: 32.51 .00 .00
Caso 6: 32.51 .00 .00
BLOCO: 27 - B27 Retang. ( 1x)
.--------------------------.-------------.------------------.------------------.
| GEOMETRIA[cm,m3] | CARGAS[tf,m]| TENSOES[kgf/cm2] | VERIF.[cm,graus] |
.--------------------------.-------------.------------------.------------------.
| Estacas= 2 fi = 32.0 | FN= 32.5 | TensLimP= 225.0 | dmin = 31.5 |
| DisX= 90.0 | | TensPil = 63.4 | dmax = 44.7 |
| Xbl = 150.0 Ybl = 60.0 | MY= .0 | | dutil = 72.0 |
| Alt = 85.0 Vol = .765 |-------------| TensLimE= 225.0 | AnguloX= 66.4 |
| Xpil= 54.0 Ypil= 19.0 | FE= 32.5 | TensEst = 40.5 | AnguloY= 66.4 |
| Formas: 3.57 m2 | | | |
| ************************ | | | **** |
.--------------------------.-------------.------------------.------------------.
| ARMADURAS [cm2,cm] |
.------------------------------------------------------------------------------.
| Prin.X: 2.7 = 4 {10.0 C/ 15.0 SecndY: .8 = 6 { 5.0 C/ 25.0 |
| P.Estr: .8 = 4 { 5.0 C/ 15.0 Laterl: .5 = 3 { 5.0 C/ 25.0 |
.------------------------------------------------------------------------------.
ATENCAO: Xbl menor que o recomendado. - Recomendado: 180.00 Fornecido: 150.00
Carregamentos: 6 N Mx My [tf,m]
Caso 1: 32.51 .00 .00
Caso 2: 31.96 .00 .00
Caso 3: 31.96 .00 .00
Caso 4: 30.28 .00 .00
Caso 5: 31.96 .00 .00
Caso 6: 31.96 .00 .00
BLOCO: 28 - B28 Retang. ( 1x)
.--------------------------.-------------.------------------.------------------.
| GEOMETRIA[cm,m3] | CARGAS[tf,m]| TENSOES[kgf/cm2] | VERIF.[cm,graus] |
.--------------------------.-------------.------------------.------------------.
| Estacas= 2 fi = 32.0 | FN= 28.6 | TensLimP= 225.0 | dmin = 32.5 |
| DisX= 90.0 | | TensPil = 60.9 | dmax = 46.1 |
| Xbl = 150.0 Ybl = 60.0 | MY= .0 | | dutil = 72.0 |
| Alt = 85.0 Vol = .765 |-------------| TensLimE= 225.0 | AnguloX= 65.7 |
| Xpil= 50.0 Ypil= 19.0 | FE= 28.6 | TensEst = 36.0 | AnguloY= 65.7 |
| Formas: 3.57 m2 | | | |
| ************************ | | | **** |
.--------------------------.-------------.------------------.------------------.
| ARMADURAS [cm2,cm] |
.------------------------------------------------------------------------------.
| Prin.X: 2.5 = 4 {10.0 C/ 15.0 SecndY: .8 = 6 { 5.0 C/ 25.0 |
| P.Estr: .8 = 4 { 5.0 C/ 15.0 Laterl: .4 = 3 { 5.0 C/ 25.0 |
.------------------------------------------------------------------------------.
ATENCAO: Xbl menor que o recomendado. - Recomendado: 180.00 Fornecido: 150.00
Carregamentos: 6 N Mx My [tf,m]
Caso 1: 28.63 .00 .00
Caso 2: 28.08 .00 .00
Caso 3: 28.08 .00 .00
Caso 4: 26.70 .00 .00
Caso 5: 28.08 .00 .00
Caso 6: 28.08 .00 .00
BLOCO: 29 - B29 Retang. ( 1x)
.--------------------------.-------------.------------------.------------------.
| GEOMETRIA[cm,m3] | CARGAS[tf,m]| TENSOES[kgf/cm2] | VERIF.[cm,graus] |
.--------------------------.-------------.------------------.------------------.
| Estacas= 2 fi = 32.0 | FN= 35.3 | TensLimP= 225.0 | dmin = 32.5 |
| DisX= 90.0 | | TensPil = 75.1 | dmax = 46.1 |
| Xbl = 150.0 Ybl = 60.0 | MY= .0 | | dutil = 72.0 |
| Alt = 85.0 Vol = .765 |-------------| TensLimE= 225.0 | AnguloX= 65.7 |
| Xpil= 50.0 Ypil= 19.0 | FE= 35.3 | TensEst = 44.4 | AnguloY= 65.7 |
| Formas: 3.57 m2 | | | |
| ************************ | | | **** |
.--------------------------.-------------.------------------.------------------.
| ARMADURAS [cm2,cm] |
.------------------------------------------------------------------------------.
| Prin.X: 3.1 = 4 {10.0 C/ 15.0 SecndY: .8 = 6 { 5.0 C/ 25.0 |
| P.Estr: .8 = 4 { 5.0 C/ 15.0 Laterl: .5 = 3 { 5.0 C/ 25.0 |
.------------------------------------------------------------------------------.
ATENCAO: Xbl menor que o recomendado. - Recomendado: 180.00 Fornecido: 150.00
Carregamentos: 6 N Mx My [tf,m]
Caso 1: 35.29 .00 .00
Caso 2: 27.75 .00 .00
Caso 3: 27.75 .00 .00
Caso 4: 18.86 .00 .00
Caso 5: 27.75 .00 .00
Caso 6: 27.75 .00 .00
BLOCO: 30 - B30 Retang. ( 1x)
.--------------------------.-------------.------------------.------------------.
| GEOMETRIA[cm,m3] | CARGAS[tf,m]| TENSOES[kgf/cm2] | VERIF.[cm,graus] |
.--------------------------.-------------.------------------.------------------.
| Estacas= 2 fi = 32.0 | FN= 34.8 | TensLimP= 225.0 | dmin = 32.5 |
| DisX= 90.0 | | TensPil = 74.0 | dmax = 46.1 |
| Xbl = 150.0 Ybl = 60.0 | MY= .0 | | dutil = 72.0 |
| Alt = 85.0 Vol = .765 |-------------| TensLimE= 225.0 | AnguloX= 65.7 |
| Xpil= 50.0 Ypil= 19.0 | FE= 34.8 | TensEst = 43.7 | AnguloY= 65.7 |
163
| Formas: 3.57 m2 | | | |
| ************************ | | | **** |
.--------------------------.-------------.------------------.------------------.
| ARMADURAS [cm2,cm] |
.------------------------------------------------------------------------------.
| Prin.X: 3.0 = 4 {10.0 C/ 15.0 SecndY: .8 = 6 { 5.0 C/ 25.0 |
| P.Estr: .8 = 4 { 5.0 C/ 15.0 Laterl: .5 = 3 { 5.0 C/ 25.0 |
.------------------------------------------------------------------------------.
ATENCAO: Xbl menor que o recomendado. - Recomendado: 180.00 Fornecido: 150.00
Carregamentos: 6 N Mx My [tf,m]
Caso 1: 34.76 .00 .00
Caso 2: 27.24 .00 .00
Caso 3: 27.24 .00 .00
Caso 4: 18.36 .00 .00
Caso 5: 27.24 .00 .00
Caso 6: 27.24 .00 .00
BLOCO: 31 - B31 Retang. ( 1x)
.--------------------------.-------------.------------------.------------------.
| GEOMETRIA[cm,m3] | CARGAS[tf,m]| TENSOES[kgf/cm2] | VERIF.[cm,graus] |
.--------------------------.-------------.------------------.------------------.
| Estacas= 2 fi = 32.0 | FN= 48.3 | TensLimP= 225.0 | dmin = 20.0 |
| DisX= 90.0 | | TensPil = 46.0 | dmax = 28.4 |
| Xbl = 150.0 Ybl = 60.0 | MY= .0 | | dutil = 72.0 |
| Alt = 85.0 Vol = .765 |-------------| TensLimE= 225.0 | AnguloX= 74.5 |
| Xpil= 100.0 Ypil= 19.0 | FE= 48.3 | TensEst = 54.4 | AnguloY= 74.5 |
| Formas: 3.57 m2 | | | |
| ************************ | | | **** |
.--------------------------.-------------.------------------.------------------.
| ARMADURAS [cm2,cm] |
.------------------------------------------------------------------------------.
| Prin.X: 2.6 = 4 {10.0 C/ 15.0 SecndY: .8 = 6 { 5.0 C/ 25.0 |
| P.Estr: .8 = 4 { 5.0 C/ 15.0 Laterl: .4 = 3 { 5.0 C/ 25.0 |
.------------------------------------------------------------------------------.
ATENCAO: Xbl menor que o recomendado. - Recomendado: 180.00 Fornecido: 150.00
Carregamentos: 6 N Mx My [tf,m]
Caso 1: 48.32 .00 .00
Caso 2: 46.08 .00 .00
Caso 3: 46.08 .00 .00
Caso 4: 42.74 .00 .00
Caso 5: 46.08 .00 .00
Caso 6: 46.08 .00 .00
BLOCO: 32 - B32 Retang. ( 1x)
.--------------------------.-------------.------------------.------------------.
| GEOMETRIA[cm,m3] | CARGAS[tf,m]| TENSOES[kgf/cm2] | VERIF.[cm,graus] |
.--------------------------.-------------.------------------.------------------.
| Estacas= 2 fi = 32.0 | FN= 48.2 | TensLimP= 225.0 | dmin = 20.0 |
| DisX= 90.0 | | TensPil = 45.9 | dmax = 28.4 |
| Xbl = 150.0 Ybl = 60.0 | MY= .0 | | dutil = 72.0 |
| Alt = 85.0 Vol = .765 |-------------| TensLimE= 225.0 | AnguloX= 74.5 |
| Xpil= 100.0 Ypil= 19.0 | FE= 48.2 | TensEst = 54.2 | AnguloY= 74.5 |
| Formas: 3.57 m2 | | | |
| ************************ | | | **** |
.--------------------------.-------------.------------------.------------------.
| ARMADURAS [cm2,cm] |
.------------------------------------------------------------------------------.
| Prin.X: 2.6 = 4 {10.0 C/ 15.0 SecndY: .8 = 6 { 5.0 C/ 25.0 |
| P.Estr: .8 = 4 { 5.0 C/ 15.0 Laterl: .4 = 3 { 5.0 C/ 25.0 |
.------------------------------------------------------------------------------.
ATENCAO: Xbl menor que o recomendado. - Recomendado: 180.00 Fornecido: 150.00
Carregamentos: 6 N Mx My [tf,m]
Caso 1: 48.22 .00 .00
Caso 2: 45.97 .00 .00
Caso 3: 45.97 .00 .00
Caso 4: 42.63 .00 .00
Caso 5: 45.97 .00 .00
Caso 6: 45.97 .00 .00
Volume total de concreto: 15.81 m3.
Area total de formas: 85.34 m2.
----- LISTAGEM DOS CRITÉRIOS DE PROJETO DE BLOCOS -----
* Coeficientes *
GamaC = 1.40
GamaS = 1.15
GamaF = 1.40
GamaN = 1.20
Coeficiente de efeito Rusch = .90
Coeficiente de redução de altura útil = .90
----- CRITÉRIOS DE CÁLCULO E DETALHAMENTO -----
Cobrimento para pilares (cm) = 3.000
Considerar seção do pilar: RETANGULAR
Número de bitolas p/ traspasse = 40.00
Bitola da arm a partir da qual coloca raio de dobramento (mm) = 6
Espacamento maximo fretagem 1 estaca (cm) = 15.00
Lastro de concreto magro = 5.00
Criterio de altura de dobra: 1
Valor minimo p/ arm principal (cm2/m) = 1.50
Valor min p/ arm suspensao ou malha (cm2/m) = 1.50
Valor min p/ arm lateral ou de pele (cm2/m) = 1.50
Valor min p/ arm de porta-estribo (cm2/m) = 1.50
Critério de armadura lateral: 2
Critério de armadura porta-estribo: 2
--- DIMENSÕES LIMITES ASSOCIADAS ÀS ESTACAS ---
Numero de dimensoes definidas = 8
Const p/ determ dist em função dos diâmetros da estaca = 25.00
.----------------------------------------------.
| diam lim sup estaca | dist lim inf borda est |
.----------------------------------------------.
| 20.00 | 30.00 |
| 25.00 | 35.00 |
| 30.00 | 40.00 |
| 35.00 | 45.00 |
| 40.00 | 50.00 |
| 45.00 | 55.00 |
| 50.00 | 65.00 |
| 60.00 | 75.00 |
.----------------------------------------------.
----- BLOCOS SOBRE 1 ESTACA -----
Porc p/ As da arm lateral-pele sobre area As calc = .00
164
Coeficiente p/ tensao admissivel de compressao no concreto = 1.40
Verificação de tensão última: NBR 6118 - 2003.
Cálculo de Armaduras Principais: SIM
----- BLOCOS SOBRE 2 ESTACAS -----
ARMADURA PRINCIPAL: Distribuida uniforme, dobra 90
ARMADURA LATERAL-PELE: Fechada
Porc p/ As da arm transversal (estribo) sobre As calc = .20
Porc p/ As da arm lateral-pele sobre As calc = .20
Porc p/ As da arm porta-estribo sobre As calc = .15
Coeficiente p/ tensao admissivel de compressao no concreto = 1.40
165
4 CONCLUSÃO
Após o período de execução deste projeto, de aproximadamente um ano, fica
evidente a complexidade que existe desde a concepção do projeto arquitetônico, que
buscou harmonizar sofisticação e praticidade, até a modulação do projeto estrutural,
que procura segurança e viabilidade econômica.
A Estância Turística de Ibiúna é um município que está crescendo e por isso
encontra-se com o mercado imobiliário aquecido.
A construção deste edifício residencial atenderia a vários públicos, por situar-
se próximo ao centro da cidade e ter um bom preço, além de se encaixar em vários
programas de financiamento de imóveis, que facilitaria a venda dos apartamentos.
166
REFERÊNCIAS
ASSOCIAÇÃO BRASILEIRA DE NORMAS TÉCNICAS. NBR 7480: Barras e fios de
aço destinados a armaduras para concreto armado. Rio de Janeiro, 1996. 7 p. _______. NBR 6118: Projeto de estruturas de concreto - Procedimentos. Rio de Janeiro, 2002. 221p. _______. NBR 14931: Execução de estruturas de concreto - Procedimentos. Rio de
Janeiro, 2004. 53 p. _______. NBR 15575-1: Edifícios habitacionais de até cinco pavimentos – Desempenho – Parte 1: Requisitos gerais. Rio de Janeiro, 2008. 52 p. BARROS, M. M. S. B.; MELHADO, S. B. Recomendações para a produção de estruturas de concreto armado em edifícios. São Paulo: Projeto Epus/Senai. 1998. 40 p. BOTELHO, M. H. C.; MARCHETTI, O. Concreto armado eu te amo. São Paulo:
Edgard Blucher, 2004. FUSCO, P. B. Estruturas de concreto. São Paulo: Mcgraw-Hill do Brasil, v. 1, 1976. FUSCO, P. B. Técnica de armar as estruturas de concreto. São Paulo: Pini, 1995.
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