Calculo Caronoco Victor Medina

8/20/2019 Calculo Caronoco Victor Medina

1/211

REGULACION DE VARIABLES URBANAS

DENOMINACION O No 1 2

CODIGO 1OE 1OE

CORRELATIVO 1 2FACTURA No

FECHA DE ELABORACION 11/1/2008 10/3/2003

ORDEN DE SERVICIO

OBJETO CONJUNTO RESIDENCIAL

DIRECCION UD-200 CARONOCO CALLE LOS APAMATES PARCELA 4-4-29. PARR

PROYECTO No 40004384!

MONTO ORIGINAL

ANTICIPO CONTRACTUAL

RETENCION DE FIEL CUMPLIMINENTO 0.00

RETENCIÓN LABORAL

PAR

NOMBRE

CONTRATANTE #ICTOR D. MEDINA S.

CONTRATISTA D$D CONSTRUMA%, C.A.

RESPONSABLES

NOMBRE C

ING. RESIDENTE JOR&E LUIS HERRERA

VECINOS

NOMBRE CÉDULA

ING. RESIDENTE

FECHA DE INICIO 12/11/2012

TERMINACION ORIGINAL 12/1'/2012

PLAZO ORIGINAL .00 DIAS

PRORROGA AUTORIZADA DIAS

FECHA DE TERMINACION ACTUAL 12/1'/2012

VARIACIONES

1 2

AUMENTOS 0.00

DISMINUCIONES 0.00

OBRAS EXTRAS (RE)*

RECONSIDERACION DE PRECIOS 14!,9'0.00

TOTAL VARIACION (RE)*

VARIACIÓN ACUMULADA

TOTAL CONTRACTUAL 0.00

(RE)*


2/211

DENOMINACION + #AL DR)C

REFERENCIA

FACTURA No

FECHA DE ELABORACION 10/21/2003 '/10/2003 '/30/2003

EJECUTADO DESDE 12/11/2012 12/11/2012

EJECUTADO HASTA 12/1'/2012 12/1'/2012


3/211

E LOS APAMATES PARCELA 4-4-29

AMAY, PUERTO ORDAZ

ALES

R.I.F N.I.T DIRECCION FISCAL

14,440,43'

J-29'912!

C.I.V FICHA R.I.F. N.I.T.

41,011

R.I.F. N.I.T. DIRECCION TELEF


4/211


5/211

CONJUNTO RESIDENCOBRA

PROYECTO CONJUNTO RESIDENCIALP!o"#$%&!#o S!.VICTOR D. MEDINA S.

P D567 U7 C7

1

3 1.1!2

3 2.'3

3 21.1!'

3- 82.0(

3 33.00)

3 1.33*

2 0.9'+

3 12.',

3 38.'9

E:;+7 7 7+ 5 7+ , , ? 5+


6/211



P D567 U7 C7

1-P +7


7/211



P D567 U7 C7

2(

388.0'2)

2340.2!

2*

232.482+

2 28.3!2,

2 '03.183-

2 2!.43

31

2 9.93

S


8/211



P D567 U7 C7

32

2 99.33

2 43.23'

2 8.!13(

283.1!3)

5= 2.00

S


9/211



P D567 U7 C7

3*

'.003+

2 33.'13,

2 33.'1'-

2 33.'1'1

(RE)*'2

92.30'3

2 1.80''

2 !3.1'(

2 11.1')

2 3.1

S


10/211



P D567 U7 C7

'*

5= 29.82'+

5= 1'.00',

2 2.00(-

2 4.'2(1

(RE)*(2

2 9.24(3

2 9.93('

2 2!.43((

2 9'0.0

ES/C. C+7+, +7 +7+ )210 /2 + 28 , 0,':1,, + + 7+5 G, 7


11/211



P D567 U7 C7

()

2 9.'4(*

1'2.49(+

3.0(,

989.3!)-

5= 1!.!0)1

18.0

)2

E, ++ +, 7 + F+ 3.0)3

E ++ +, 7 5


12/211



P D567 U7 C7

)(

!.0))

5= 1.00)*


13/211



P D567 U7 C7

**

14.8*+

81.18*,

11.+-

214.0'

+1

'3.09

I.E. S


14/211



P D567 U7 C7

+2

5= 1!.00+3

5= '.00+'

5= .00+(


15/211



P D567 U7 C7

,'


16/211



P D567 U7 C7

1-+

1'.01-,

28.011-


17/211



P D567 U7 C7

11)

32.0011*

23.9011+

5+ 8.0011,

5+ !.0012-

5+ 12.00121


18/211



P D567 U7 C7

12)

5= 3.0012*

5= 8.0012+

5= 3.0012,

5= 3.0013-


19/211



P D567 U7 C7

13+

(N/A (N/A13,

(N/A (N/A

1'-(N/A (N/A

1'1

(N/A (N/A1'2

(N/A (N/A1'3

(N/A (N/A1''

(N/A (N/A

NOTAS IMPORTANTES

R;+ 5+ S


20/211



P D567 U7 C7


21/211

AL

P+ U7+ P+ T+

0.00 ETP1

0.00 ETP1

0.00 ETP1

0.00 ETP1

0.00 ETP1

0.00 ETP1

0.00 ETP1

0.00 ETP1

0.00 ETP1


22/211

AL

P+ U7+ P+ T+

0.00 CONC

0.00 CONC

0.00 CONC

0.00 CONC

0.00

0.00

0.00

0.00

0.00 CONC

0.00

0.00 MAD

0.00 MAD

0.00 MAD

0.00 CA

0.00 CA


23/211

AL

P+ U7+ P+ T+

0.00 CA

0.00 CA

0.00 CA

0.00 CA

0.00 EST

0.00 EST

0.00 EST


24/211

AL

P+ U7+ P+ T+

0.00 EST

0.00 EST

0.00 EST

0.00 EST

0.00 EST


25/211

AL

P+ U7+ P+ T+

0.00 EST

0.00 EST

0.00

0.00

0.00

0.00


26/211

AL

P+ U7+ P+ T+

0.00

0.00

0.00

0.00

(RE)*

0.00

0.00

0.00

0.00


27/211

AL

P+ U7+ P+ T+

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00


28/211

AL

P+ U7+ P+ T+

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 ETP1


29/211

AL

P+ U7+ P+ T+

0.00

0.00

0.00

0.00

0.00


30/211

AL

P+ U7+ P+ T+

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00


31/211

AL

P+ U7+ P+ T+

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00


32/211

AL

P+ U7+ P+ T+

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00


33/211

AL

P+ U7+ P+ T+

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 ETP1

0.00 ETP1

0.00


34/211

AL

P+ U7+ P+ T+

0.00 ETP1

0.00

0.00

0.00

0.00 ETP1

0.00 ETP1

0.00 ETP1

0.00

0.00

(N/A

(N/A

(N/A


35/211

AL

P+ U7+ P+ T+

(N/A

(N/A

(N/A

(N/A

(N/A

(N/A

(N/A

(RE)*(RE)*

0REF


36/211

AL

P+ U7+ P+ T+

(RE)* 0


37/211


38/211


39/211


40/211


41/211


42/211


43/211


44/211


45/211


46/211


47/211


48/211


49/211


50/211


51/211


52/211

0 0


53/211

CONJUNTO RESIDENCIOBRA

COMPUTOS METRICOS ESTRUCTURALES PROYECTO CONJUNTO REP!o"#$%&!#o S!.VICTOR D. MEDINA S.

P D567 U7 C7

1

3 1.1!2

3 2.'3

C+5+7 7


54/211



P D567 U7 C7

R;+ 5+ I7. J+ T+ H S


55/211



P D567 U7 C7

) ? N+;-081,

2 20.812-

L+ 5+LOSACERO C 20


56/211



P D567 U7 C7

R;+ 5+ I7. J+ T+ H S


57/211



P D567 U7 C7

3'

2 8.!1

R;+ I7. J+ T+ H S


58/211

L

SIDENCIAL

P+ U7+ P+ T+

2!.00 14,0!2.00

300.00 !'8.00

2!.00 ,822.00

80.00 ','00.00

!.00 2,4!.00

1,3'.00 20,92.00

1,400.00 1,344.00

1,380.00 1!,4!.00

1,2'.00 48,943.00


59/211

L

SIDENCIAL

P+ U7+ P+ T+

118,40'.00118,40'.00

'9.8 1!9,129.00

'9.8 23',!0.00

'9.8 188,8!!.00

'9.8 10!,39'.00

'9.8 '2,891.00

200.00 4,800.00

1!.00 13,300.00

10.00 1,200.00

1,!0.00

!94,298.00912,!04.00


60/211

L

SIDENCIAL

P+ U7+ P+ T+

3.00 !,388.00

2.00 19!,332.00

4,00.00 9,000.00

4.00 34,4!.00

0.00 !','11.00

!.00 24,198.00

'0.00 23,284.00

8.00 13,!3'.00

.00 12,!8'.00


61/211

L

SIDENCIAL

P+ U7+ P+ T+

20,810.001,433,14.00

2.00 1,4!.00

40.00 24,12!.00

0.00

0.00

0.00

0.00


62/211

L

SIDENCIAL

P+ U7+ P+ T+

0.00

2,'02.001,49,11'.00


63/211

CONJUNTO RESIDENCIAL

UD-200 CARONOCO CALLE LOS APAATES PARCELA 4-4-29! PARRO"UIA CAC#AA$% PUERTO ORDA&

COMPUTOS METRICOS

IN' JOR'E LUIS #ERRERA '!

( 01-11-2008


64/211


OBRA

ESTIMACION DE COSTOS PROYECTO CONJUNTO RESIDENCIALP!o"#$%&!#o VICTOR D. MEDINA S.

P D567 U7 C7

URBANISMO

1 o##$4%o 5$ %#$!!&6 3 '!14.'!

2 M7!o 5$ 8o48!$%o '!.30

3 C$!8& "$!#$%!&9 1'!.00

++ 5+ TON HUOSE 2'984 )

(DI#/0*

R;+ S


65/211

P+ U7+ P+ T+

121.0 81,832.00

8,11.!' 48,'14.00

1,2.00 24,'!.00

%o%&9 7!:&4#6o 1,'19,121.00

0.00

0.00

0.00

1,'19,121.00


66/211

I)g!J*+ge L,. #e++e+/ '! I)ge)e+* C!I!! 41!011

UR 'UA$ANA! / J! N+* 29! TEL-A; 086-525185! PTO ORDA&! EDO OLIAR

0-9%24 56!04

-0%2-1%13

-0%045 -0%04

-0%29-6%85

-0%27-9%24

0 -9!24

-0!27 -9!24

-0!29 -6!85

-0!2 -1!13

-0!04 5

-0!04 7!23

-0!18 8!84

0 8!84

0 -9!24

(3.07)56!12

0-10%02

-0%72-10%02 -0%820

-0%877%73

-0!72 -10!02

-0!82 0

-0!87 7!73

-1!02 10!020 10!02

0 -10!02

-0!72 -10!02

(12.80)


67/211

I)g!J*+ge L,. #e++e+/ '! I)ge)e+* C!I!! 41!011


56!22

0%08-11%01

-1%97-8%04 -2%190 -2%223%02

-1%72-11%01

0!08 -11!01

-1!72 -11!01

-1!97 -8!04

-2!19 0

-2!22 3!02

-2!4 11

0!08 11

0!08 -11!01

(49.06)

56!32

0-11%97

-3%540 -3%721

-3%32-11%97 -3%52-1%56

-3!32 -11!97

-3!52 -1!56-3!54 0

-3!72 10!59

-3!52 11!88

0 11!88


68/211

I)g!J*+ge L,. #e++e+/ '! I)ge)e+* C!I!! 41!011


0 -11!97

-3!32 -11!97

(84.22)

56!42

0-12%5

-5%020

-5-12%5

-5 -12!5

-5!02 0

-5!01 12!96

0 12!96

0 -12!5

-5 -12!5

(127.62)

56!52

0-13%92

-6%32-5%94 -6%290

-6%34-13%92

-6!34 -13!92

-6!32 -5!94

-6!29 0

-6!25 13!96

0 13!96

0 -13!92

-6!34 -13!92

(175.49)


69/211

I)g!J*+ge L,. #e++e+/ '! I)ge)e+* C!I!! 41!011


Ree)*

7!86 -12!8041 7!9383 7!86 62!40 =3

P+*g 0>18!10 ?49!06@ 30!930325 10!24 316!73 =3

P+*g 0>28!52 ?84!22@ 66!638525 10!42 694!37 =3

P+*g 0>38!85 ?127!62@ 105!91995 10!33 1%094!15 =3

P+*g 0>49!21 ?175!49@ 151!55685 10!36 1%570!13 =3

3%737!78 =3


70/211

I)g!J*+ge L,. #e++e+/ '! I)ge)e+* C!I!! 41!011


0

// B38 // B38 3

// B12 // B12 5

// B5== // B5== -39// B12 // B12 0


71/211

I)g!J*+ge L,. #e++e+/ '! I)ge)e+* C!I!! 41!011


Pro 0!0.00

Pro 0!7.86


72/211

I)g!J*+ge L,. #e++e+/ '! I)ge)e+* C!I!! 41!011


Pro 0!18.10

Pro 0!28.52


73/211

I)g!J*+ge L,. #e++e+/ '! I)ge)e+* C!I!! 41!011


Pro 0!38.85

Pro 0!49.21

22.5 11!36363636

483.2

60.4

16.56


74/211

I)g!J*+ge L,. #e++e+/ '! I)ge)e+* C!I!! 41!011



75/211

I)g!J*+ge L,. #e++e+/ '! I)ge)e+* C!I!! 41!011



76/211

I)g!J*+ge L,. #e++e+/ '! I)ge)e+* C!I!! 41!011


0%35-5%44 56!34

-0%43-1%19

-0%48-5%44

0!35 -5!44

-0!48 -5!44

-0!43 -1!19

-0!44 5!12

0!65 5!12

0!35 -5!44

(9.96)

-0%35-6%46 56!36

0%44-4%28

-0%460

-0%13-6%46

-0!46 5!71

-0!46 0

0!44 -4!28

-0!13 -6!46

-0!35 -6!46

-0!35 5!71

-0!46 5!71


77/211

I)g!J*+ge L,. #e++e+/ '! I)ge)e+* C!I!! 41!011


(1.93)

56!46

0-12%48

-2%46-7%07

-2%46-9%86 -3%461

-2%46-9%86 -3%250 -3%461 -3%665

0 -12!48 -4%063%59

-2!46 -12!48

-2!26 -9!86

-2!46 -7!07

-3!25 0

-3!46 1

-4!06 3!59

-3!66 5!33

-3!96 6!58

0 6!58

0 -12!48

(57.80)

56!56

0-12%48

-2%16

-2%38-12%48 -2%56-7%05 -2%76-4%41 -2%760

-2%564%88

0 -12!48-2!38 -12!48

-2!56 -7!05

-2!76 -4!41

-2!76 0


78/211

I)g!J*+ge L,. #e++e+/ '! I)ge)e+* C!I!! 41!011


-2!56 4!88

-2!16 9

-1!56 12!3

0 12!3

0 -12!48

(61.45)56!66

0-15%82

-3%66-10%2 -3%420

-4%06-15%82 -3%86-13%09 -3%46-7%46

L -3!42 0

-3!26 12!99

0 12!99

0 -15!82

-4!06 -15!82

-3!86 -13!09

-3!66 -10!2

-3!46 -7!46

-3!42 0

(100.48)

56!76

0-18%6

-5%16-16%2 -4%76-10%86 -4%260-5%33-18%6 -4%7615%13

-4%36-7%68

-5!33 -18!6

-5!16 -16!2


79/211

I)g!J*+ge L,. #e++e+/ '! I)ge)e+* C!I!! 41!011


L -4!76 -10!86

-4!36 -7!68

-4!26 0

-4!36 11!92

-4!76 15!13

0 15!13

0 -18!6

-5!33 -18!6

(152.69)

56!86

0-21%4

-5%86-9%63 -5%660

-6%63-21%4 -6%26-16%16 -6%3117%77

-6!63 -21!4

-6!26 -16!16-5!86 -9!63

L -5!66 0

-5!86 8!07

-6!31 17!77

0 17!77

0 -21!4

-6!63 -21!4

(234.32)

Ree)*

2!05 ?1!93@ 0!964 2!05 1!98 =3

P+*g 0>12!05 ?57!80@ 29!865875 10!00 298!66 =3

P+*g 0>22!05 ?61!45@ 59!625925 10!00 596!26 =3

P+*g 0>32!09 ?100!48@ 80!96435 10!04 812!88 =3


80/211

I)g!J*+ge L,. #e++e+/ '! I)ge)e+* C!I!! 41!011


P+*g 0>42!10 ?152!69@ 126!5847 10!01 1%267!11 =3

P+*g 0>52!11 ?234!32@ 193!50445 10!01 1%936!98 =3

2%976!89 =3

0

// B38 // B38 3

// B12 // B12 5

// B5== // B5== -39

// B12 // B12 0


81/211

I)g!J*+ge L,. #e++e+/ '! I)ge)e+* C!I!! 41!011


Pro 0!0.00

Pro 0!2.05


82/211

I)g!J*+ge L,. #e++e+/ '! I)ge)e+* C!I!! 41!011


Pro 0!12.05

Pro 0!22.05


83/211

I)g!J*+ge L,. #e++e+/ '! I)ge)e+* C!I!! 41!011


Pro 0!32.09

Pro 0!42.10


84/211

I)g!J*+ge L,. #e++e+/ '! I)ge)e+* C!I!! 41!011


Pro 0!52.11


85/211

I)g!J*+ge L,. #e++e+/ '! I)ge)e+* C!I!! 41!011



86/211

e=*+/ e Cá,* E+*U # P>


87/211

e=*+/ e Cá,* E+*U # P>emanda #otal 195!79 =A

Caracteristicas Técnicas

9anco de transormación?3 ' +" =A13)00 / 120-20) a!ricado ,or meenca caiet ó similar

Corriente de Alta tensión=A '1000/%olt ' 1.4142 ' ,&


88/211

e=*+/ e Cá,* E+*U # P>


89/211

e=*+/ e Cá,* E+*U # P>


90/211

e=*+/ e Cá,* E+*U # P>


91/211

e=*+/ e Cá,* E+*U # P>


92/211

e=*+/ e Cá,* E+*U # P>


93/211

e=*+/ e Cá,* E+*U # P>


94/211

e=*+/ e Cá,* E+*U # P>


95/211

e=*+/ e Cá,* E+*U # P>


96/211

C/,/*


97/211

C/,/*


98/211

C/,/*


99/211

C/,/*


100/211

A-Neg+/.

Pág)/ 100

1 Hesidencial

2 Iniltracion

1 $ 2

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1 2"0 ' 6 ' + '2K" ' .)

1 0!243 l,s

2 20000ts/=m/>Fa2 0!024

1 $ 2 0.26+

0."34

n 0.01"

r r

9S1 9S2

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101/211

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102/211

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103/211

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104/211

73

CONDICIONES DEL TERRENO

1%800 g=3

D B 1!50 =

K B

C B 0!25 g=2

2!75 g=2 CONDICIONES DEL SITIO

&ONA NO SISICA

SORECAR'A

DRENAJE A!LLL

ATERIALES

B 210 g=2

M B 4%200 g=2

2%400 g=3

D 1!5

0!4

1!00

g M Pe.* M

δSB

27

,

B

δ B

1

2

3

%15


105/211

1 1!500 0!200 2880 4%320!00 576!00

2 0!875 4!000 4800 4%200!00 19%200!00

3 0!700 0!748 1440 1%008!00 1%076!87

9120 9528 20%852!87

1!04 =

2!29 =

S*+e/+g/ )*+=/ AAS#TO2002

#.

;g

B

$g

B

Bδ#.


106/211

72!8

8!00

2!00

0!4 64!6


107/211


108/211

LOSACERO DE TEC#O $ ENTREPISO

9.95

1 3 4A

4.63

1 0 .

4 1

1 0 .

4 1

$

2.48

C

3.30

E

3.15 3.50 3.30

LOSA DE ENTREPISO LOSA TEC%O

N!3"25

LE-1LT-1


109/211


9.95

3 4

3.50 3.30

N!3"25

E-1


110/211

Proecto T!icaciónCONJUNTO RESIDENCIAL

UD-# CARONOCO CALLE LOS APA?ATES PARCELA !-!-&. >5 >5CAHJA

#HA8I#7 >5 A9A7 CA8#I>A> P7H PI5VA #7#A ACTMTA>7 HAMA

8$ 3 S-% M 1 1."0 1."0 1."0 1/2

>. >5 PI7 1 2.00 2.00 3."0 3/4W.C. 1 3.00 3.00 6."0 3/4

3/48$ 3 S-& M 1 1."0 1."0 1."0 3/4

W.C. 1 3.00 3.00 4."0 3/4>. >5 PI7 1 2.00 2.00 12.00 3/4

1/2 1)."0 E)/) 1 08$ 0 C7CI8A H5JA>5H7 1 4.00 4.00 4.00 1

A 1 2.00 2.00 6.00 1A> 1 3.00 3.00 .>5 PI7 1 2.00 2.00 ).00 1W.C. 1 3.00 3.00 11.00 1

8$ 0 4+.00 E10/) 1-1/4 1


111/211

Calculo? JL@ eca? 6/1/2013 Boia? 8X 1 >5?


112/211

UERTO ORDAB

7 %,lg&

PHI8CIPA

1/2

3/43/43/43/43/43/4

1.64 m/s 3/41111

2.3" m/s 111

2.)0 m/s 111111

2.06 m/s 1-1/4


113/211

1


114/211

e=*+/ e Cá,* E+*U # P>


115/211

e=*+/ e Cá,* E+*U # P>


116/211

e=*+/ e Cá,* E+*U # P>


117/211

e=*+/ e Cá,* E+*U # P>


118/211

A-/)/. U+

Pág)/ 118

C78T8#7 H5I>58CIA

0!160 l,s

0!063 l,s

0!032 l,s

3!333 l,s

3!588 l,s

#HAM7 #ram #ri! total α9-C 1.66+ 1.66+ 1.46 3).1 +. 0.0 "

3$

4

d B

θ 1.1Lα

,InicialB

,Inicial

B,inal

B

!

a

d


119/211

A-/)/. U+

Pág)/ 119

ec

!


120/211

e=*+/ e Cá,* E+*U # P>


121/211

e=*+/ e Cá,* E+*U # P>


122/211

e=*+/ e Cá,* E+*U # P>


123/211

e=*+/ e Cá,* E+*U # P>


124/211

I)g!J*+ge L,. #e++e+/ '! I)ge)e+* C!I!! 41!011

Pg,/*.(030220

UR 'UA$ANA! / J! N+* 29! TEL-A; 086-525185! PTO ORDA&! EDO OLIAR Pág)/1

DEPENDENCIA LO& ANC%O AREA 2

'ALPON 37!26 29!26 1090!23

DEPOSITO#IDRON P 23!16 4!65 107!69

OICINAS PISO 1 23!16 4!65 107!69

LOCAL COERCIAL 1 P 16!73 12!08 202!1LOCAL COERCIAL 1 E&& 14!07 8!00 112!56

LOCAL COERCIAL 2 P 16!74 12!00 200!88LOCAL COERCIAL 2 E&& 14!07 8!00 112!56

AREAS E;TERIORES ESTAC 23!30 6!00 139!8AREAS E;TERIORES ESTAC 19!47 6!00 116!82

TOTAL 3"937"768.80

UD'200 CARONOCO CALLE LOS C%A&UARAMOS MANANA 04 PARCELA 01'24


125/211

I)g!J*+ge L,. #e++e+/ '! I)ge)e+* C!I!! 41!011

Pg,/*.(030220

UR 'UA$ANA! / J! N+* 29! TEL-A; 086-525185! PTO ORDA&! EDO OLIAR Pág)/1

PRECIO $*.2

1560 1%700%758!80

2500 269%225!00

2500 269%225!00 2%239%208!80

2500 505%250!002500 281%400!00 786%650!00

2500 502%200!002500 281%400!00 783%600!00

500 69%900!00500 58%410!00 128%310!00


126/211

O1ra CONJUNTO RESIDENCIAL

Partida Descri/cion unidad iguales largo anco altoo1ras /reli4inares

% E=ca+aci*n m3 TOTAL1 H " 23.10 0.2" 0.2"1 H " 16.+" 0.2" 0.2"1 H 4 1.2" 0.20 0.201 undaciones 100'100 < 1.00 1.00 1.001 undaciones 120'120 + 1.20 1.20 1.001 undaciones 140'140 4 1.40 1.40 1."01 undaciones 160'160 2 1.60 1.60 1."0& E=ca+aci*n F%.:4ts m3 TOTAL22 undaciones 160'160 2 1.60 1.60 0."03 Co4/actacion m3 TOTAL3 undaciones 100'100 < 1.00 1.00 0.6"3 undaciones 120'120 + 1.20 1.20 0.""3 undaciones 140'140 4 1.40 1.40 0.igas de riostra m3 TOTAL) igas de riostra 2"'2" ".00 23.10 0.2" 0.2") igas de riostra 2"'2" ".00 16.+" 0.2" 0.2") igas de riostra 20'20 4.00 1.2" 0.20 0.20< Losas de /a+i4ento m3 TOTAL< osas de ,aimento 1 16.+" 23.10 0.10

10 igas conduen de teco [g TOTAL10 conduen 260'


127/211


Partida Descri/cion unidad iguales largo anco alto13 columnasconduen 100'100 20 3.00 ).)


128/211


Partida Descri/cion unidad iguales largo anco alto

2< -1 2.+" 3.10

2< -1 1.6" 2.10

2< -1 1.)0 1.00

2< 1 2.+0 3.10

2< 1 4."0 3.10

2< 1 4.3" 3.10

2< me**anina 3 1+.20 2.


129/211


Partida Descri/cion unidad iguales largo anco alto3" coordinación 1 12.303" la!oratorios 2 1


130/211


Partida Descri/cion unidad iguales largo anco alto4) coordinación 14< cerradura /"e4/otrar m24< ACC57 A #5HHAVA 14< CA5#A >5 97M9A 1"0 /uerta de 0ierro m2"0 ACC57 A #5HHAVA 1 0.)0 2.100"0 CA5#A >5 97M9A 1 1.40 2.10"1 Es4alte ml TOTAL"1 marcos metalicos 1 SH5Y"2 /uertas 4etalicas m2 2 4.62"3 cauc0o e=terior m2"3 ,aredes e? 1" cm"4 cauc0o interior m2"" cauc0o en tec0o m2 2 4)0.2""6 1arniG en 4adera m2 2 2


131/211


Partida Descri/cion unidad iguales largo anco alto"< C24-26 P9 55C# 1 14.63"< C2


132/211


Partida Descri/cion unidad iguales largo anco alto+4 C6 P.9 alum! 2 16.20 1.10+4 C4 P.9 alum! 2 11.00 1.10+4 C4 P.9 alum! 3 3.00 1.10+4 C3 P.9 alum! 3 10.00 1.10+4 C3 P.9 alum! 2 3.)0 1.10+4 C3 P.9 alum! 2 +.+0 1.10+4 C" P.9 alum! 3 ).20 1.10+4 C" P.9 alum! 2 +.00 1.10+4 C" P.9 alum! 3 2.10 1.10+4 C" P.9 alum! 2


133/211


Partida Descri/cion unidad iguales largo anco alto+4 1-3 P.A 55C# 1 ).06 1.100+4 2-4 P.A 55C# 1 14.36 1.100+4 "-+ P.A 55C# 1 14.36 1.100+4 6-) P.A 55C# 1 20.14 1.100+4 tu!eria PAC7 1-1/2electr 1 0.00 1.100+4 C22-24 P.A 55C# m 20 1+.2" 1.100+4 C) P.A AMP 5M5HJ 40 1".)< 1.100+" ca!le #BW S10 m+" C13P9 55C# 2 21.etector ionico ,*a)2 P.9 <)2 P.A ))3 >etector ,or tem, ,*a)3 P.9 3)3 P.A 3)4 >iusor de sonido en ,ared ,*a)4 P.9 3)4 P.A 2


134/211


Partida Descri/cion unidad iguales largo anco alto)" caa '9 und 1)6 Caetines rectang und)6 CA5#I8 P.9 20


135/211


Partida Descri/cion unidad iguales largo anco alto10+ en ,iso 1 +.1010+ en ,ared 3 1.


136/211

total 7!s

:%9%8 5#P1

+.22 5#P1".230.20


137/211

total 7!s"33.40144.463


138/211

total 7!s

)."3

3.4+

1.)0

).3+

13.


139/211

total 7!s12.303).0444.2)

2."02).20

6.)6&9##

2.00(9##

6.00:339(%

:339(%

:339(%

REH

SH5Y"2.0620.60

+.60".60


140/211

total 7!s1.00&9##

1.001.00!9(&

1.6)2.


141/211

total 7!s14.631+.2"31.


142/211

total 7!s3".6424.20


143/211

total 7!s).)+

1".)01".)022.1"

1.103+


144/211

total 7!s%9##

#9##

1)0.0020.00%9##

1.00!9##

4.00:9##

3.002.00:9##

3.002.003.00

%!:9##

66.004


145/211

total 7!s+.10".)"

%(9:#

1".001."0

&'9:#

24."04.00%9##

&&9:# 5#P1

22."0!9## 5#P1

%9##

%9##

%&9:# 5#P1

12."0 5#P13&9## 5#P1

20.00 5#P112.00 5#P1&39


146/211

ORA DKD CONSTRU?A. C9A9 Hy !#

U1icaci*n M %"! M 3"' M %"& M :"' M 3"!

undaciones!ase und100'100 trans < 32 1.00 1 2)).00!ase und 120'120 trans + 4) 1.00 1 336.00!ase und 140'140 long 4 +0 1.20 1 336.00

!ase und 160'160 long "


147/211

@oa % De %

M % M % 3"' 4alla

1 3)6.


148/211


149/211


9.95

A C D 9.951!00 A C

1 1

4.63 4.63

1 5 .

4 1

1 5 .

4 1

2 2

2.48 2.48

3 3

3.30 3.30

4 4

0.9

3.15 3.50 3.30 3.15 3.50

LOSA DE ENTREPISO LOSA TEC%O

L T

LE-2

L E - 1

L E - 3

A C I O

A C # I # E 8 R A D

N!3"00


150/211


CALCULO DE I'AS DE Te*

+I&A +T'2 (A 'C) L , 7"05 M-. N!6"81 -21!3A $ C

V B 474 g V B 474 g V B 474 g V B 474 g

LB 7!05 0!10 3!15 3!50 0!30

W 1!00 1!00 0!95 0!86 1!14

1!00 0!00 0!53 0!47 1!00

* -2!37 2!37 -587!00 736!83 21!34 -21!3

-2!37 2!37 -665!86 665!86 21!34 -21!34

47 536 958 1026 634 142

R 584 1984 776

=/ 300!8 300!85 444!5 43!25

; 0!10 1!13 2!16P 1!13 2!02 0!86 0!04

θ -179!87 -179!87 2!87 -123!42 443!04 440!91

Y 0!00 ?100!13@ ?525!94@ 132!4

;=/B 1!25 82!59 1!99 -40!15 0!30

CONDU+EN12070 eB3!0 ==

AB 8!6 =2

IB 161 =4 S B 15!8 =3

S B 26!9 =3 -1!56 =

PB 6!7 g= 1!46 =

2%812 g=2

3%515 g=2

Y B

Ymáx B

M ?/=@B

M B


151/211



+I&A +T'4 (A 'C) L , 7"05 M-. N!6"03 -27!1

A $ C

V B 603 g V B 603 g V B 603 g V B 603 g

LB 7!1 0!10 3!15 3!50 0!30W 1!00 1!00 0!95 0!86 1!14

1!00 0!00 0!53 0!47 1!00

* -3!01 3!01 -746!22 936!69 27!13 -27!1

-3!01 3!01 -846!47 846!47 27!13 -27!13

60 682 1217 1305 805 181

R 742 2522 986

=/ 382!5 382!45 565!1 54!98

; 0!10 1!13 2!16

P 1!13 2!02 0!86 0!04

θ -228!65 -228!65 3!64 -156!90 563!21 560!50

Y 0!00 ?127!29@ ?668!60@ 168!4

;=/B 1!25 105!00 1!99 -51!04 0!30

CONDU+EN14070 eB3!0 ==

AB 11!4 =2

IB 278 =4 S B 20!1 =3S B 39!7 =3 -1!15 =

PB 9!0 g= 1!46 =

2%812 g=2

Y B

Ymáx B

M ?/=@B


152/211



3%515 g=2

+I&A DE TEC%O +T'D (1 ' 4) N!5"80 L,44"580M-1 2 4

V B 1%500 g V B 2%609 g V B 2%609 g

LB 44!6 4!63 2!48 3!30

W 1!00 0!65 1!61 1!61 0!91 1!21

1!00 0!29 0!71 0!64 0!36 1!00

* 0!00 -4019!42 1337!40 -1337!40 3552!05

0!00 -2%922!77 2%922!77 -2%261!40 2%259!35 0!00

2841 4104 3502 2969 4990 3621

R 2841 7606 7959 3621

=/ 2690!9 ?0!00@ -572!4 ?924!97@ 2512!2 ?176!50@

; 1!89 1!34 1!91

P ?0!00@ 0!84 0!82 0!62 0!48 -0!05

θ -3388!08 2252!31 1501!28 -1610!33 -1052!65 3027!17

Y 2%591!96 ?474!19@ 1%207!61

;=/B 4!63 2252!31 2!48 -1610!33 3!30 3027!17

4%200 g=2 0!00 0!00 0!00 0!00 0!00

240 g=2 3!5 = 3!9 = 0!7 = 2!9 = 3!3 =

M B

M B

M B

B

B


153/211



B 22!5 = 3!43 =2 3!76 =2 0!68 =2 2!84 =2 3!19 =2 B

+ B 2!5 = + B

!85XB 4080 1\1/2'1K6)Mts 1\3/)'1K1"Mts !85XB

B 20 = ?0!80@ ?0!50@ B

B 25 = 2 \3/) '10K+Mts B

A.=)B 1!50 =2 A.=)B

8!5 =

/ B 5%699 g-= / B

*)/B &)S *)/B

P< B 120!0 g= 2 Y12 10%7. P< B

A./ B 8!26 =2 1 Y12 5%6. 1Y38 4%2 A./ B

M B 4%200 g=2 ?0!80@ ?0!80@ M B

+I&A DE TEC%O +T'$ (1 ' 2) N!5"80 L,4"630M-1 2

V B 1%000 gLB 4!6 4!63

W 1!00 1!00

1!00 1!00

* 0!00 0!00

0!00 0!00

2315 2315

R 2315 2315

/ B

/ B


154/211



=/ 2679!6 ?0!00@

; 2!32

P ?0!00@

θ -4135!54 -4135!54

Y ?5%983!60@

;=/B 2!32 -0!00

4%200 g=2 0!00

240 g=2 /B 3!5 =

B 22!5 = A. > B 3!42 =2

+ B 2!5 = A. - B + B

!85XB 4080 !85XB

B 20 =

B 25 = B

A.=)B 1!50 =2 2 \1/2 '"Mts A.=)B

8!5 =

/ B 5%699 g-= / B

*)/B &)S *)/

P< B 120!0 g= 3 Y12 5. P<

A./ B 8!26 =2 A./ B

M B 4%200 g=2 M

M B

M B

B

B

/ B

/


155/211



+I&A AMARRE 3 (C ' D) N!5"80 L,3"30M-

C V B 1%000 gLB 3!3 3!30

W 1!00 1!00

1!00 1!00

* 0!00 0!00

0!00 0!00

1650 1650

R 1650 1650

=/ 1361!3 ?0!00@

; 1!65

P ?0!00@

θ -1497!38 -1497!38

Y ?1%544!17@

;=/B 1!65 -0!00

4%200 g=2 0!00

240 g=2 /B 2!3 =

B 17!5 = A. > B 2!20 =2

+ B 2!5 = A. - B

!85XB 4080

B 20 =

B 20 =

A.=)B 1!17 =2 2 \3/) '3K6Mts

6!6 =

/ B 3%448 g-=*)/B &)S

P< B 96!0 g= 2 Y12 3%6.

M B

B

/ B


156/211

6"48 -53!2$ C

V B 1%183 g V B 1%183 g

3!50 0!30

0!86 1!14

0!47 1!00

1838!60 53!25 -53!2

1%661!51 53!25 -53!25

2561 1581 355

4950 1936

1109!3 107!92

2!16

0!86 0!04

-307!35 1106!14 1100!81

?1%311!33@ 330!6

1!99 -97!55 0!30

070 /,4.3

59!1 =3

-1!39 =

1!46 =


157/211

' D) N!5"80 L,3"50M-D

1%000 g

3!5 T

1!00

1!00

0!00

0!00

1750

1750

1531!3 ?0!00@

1!75

-1411!81

?1%298!31@

1!75 374!65

0!00

2!6 =

2!50 =2


158/211

2 \3/) '3K)Mts

1 Y12 >2 Y38 3%8.

'C (1 ' 4) N!5"80 L,22"860M-2 3 4

V B 1%305 g V B 1%305 g

2!48 3!30

1!61 1!61 0!91 0!91

0!71 0!64 0!36 1!00

668!70 -668!70 1776!02 0!00

2%051!58 -1%004!05 1%002!83 0!00

2040 1195 2457 1849

4711 3652 1849

-456!4 ?1%414!18@ 1310!0 ?827!30@

1!56 1!88

2!78 2!13 0!07 -0!39

1138!52 -992!08 -698!00 1550!54

?355!31@ 496!63

2!48 -992!08 3!30 1550!54

0!00 0!00 1401!44

0!8 = 1!9 = 2!5 =


159/211

1!00 =2 2!30 =2 3!05 =2

1\1/2$2\3/)'1K6)Mts

?0!80@

2 \1/2 '10K+Mts

1 Y38 >2 Y12 6%68.

?0!15@

0

D

2%029 g

3!30

1!21

1!00

0!00

0!00

2457

2457


160/211

?0!00@

0!00

1322!30

26!79@

1322!30

0!00

2!0 =

3!42 =2

Mts

K1Mts

Y58 7%1.


161/211

'D) L , 6"8 M-. N!5"80C D

1%650 g V B 1%650 g

3!50 3!30

0!86 0!91 1!21

0!49 0!51 1!00

-2526!05 2245!61 0!00

-2%389!96 2%389!96 0!00

3570 3446 1998

7016 1998

0!00 1209!6 ?0!00@

2!09

0!83 0!88 0!00

770!35 96!25 1093!16

140!48 ?206!36@

770!35 3!30 1093!16

0!00 0!00 0!00

2!4 = 4!2 = 1!9 =

3!44 =2 6!07 =2 2!77 =2

3 \1/2 '1K+"Mts

?0!90@

2 \1/2 '+K1Mts

3 Y12 7%1.

0!710θ3/8


162/211


TEC%O MAC%I%EM$RADO

CAR&A MUERTA()

=/e=+/* 40!0

=/)* 12!0


163/211


TEC%O MAC%I%EM$RADO

LOSA DE TEC%OS

CAR&A MUERTA()

LOSETA 120!00

NERIOS 72!00

LO"UE AIIEN 67!50

PENDIENTE 80!00

ANTO ASALTICO 40!00

OTROS 12!00

TOTAL 391!50

CAR&A +I+A 100!00

CAR&A / DISEO , 359.00

LOSA'LT'1 (2 ' 1) N!3"00 L,5"430M- LOSA'LT'2 (C ' D) N!5"8114!9

2 1 C

V B 359 g V B 359 g V B 359 gLB 5!4 4!63 0!80 LB 3!3 3!30

W 0!65 0!22 1!25 W 1!00

1!00 0!15 0!85 1!00

* 0!00 -114!88 114!88 * 0!00

0!00 -114!88 114!88 0!00

806 856 287 592

R 806 1143 R 592

=/ 905!4 0!00 0!0 =/ 488!7

; 2!25 0!80 ; 1!65

P 0!00 0!14 0!50 P ?0!00@

θ 7!99 2711!36 2711!36 θ -729!22

Y 356!78 2%150!71 Y ?870!60

;=/B 1!45 675!11 0!80 ;=/B 1!65

4%200 g=2 0!00 0!00 4%200 g=2 0!00

240 g=2 /B 0!6 = 0!1 = 240 g=2 /B 0!3 =

B 17!5 = A. > B 1!39 =2 0!17 =2 B 17!5 = A. > B 0!75 =

+ B 2!5 = A. - B + B 2!5 = A. - B

5XB 10200 1\3/)'0K)Mts !85XB 10200

B 50 = ?0!50@ B 50 =

B 20 = 1Y385%4. B 20 = 1Y38

M B

M B

B

B


164/211


TEC%O MAC%I%EM$RADO

A.=)B 0!58 =2 A.=)B 0!58 =2

6!6 = 6!6 =

/ B 8%619 g-= 2Y385%4. / B 8%619 g-= 2Y383%3

*)/B &)S *)/B &)S

P< B 96!0 g= P< B 96!0 g=

A./ B 16!07 =2 A./ B 16!07 =2

M B 4%154 g=2 M B 4%154 g=2

/ B

/ B


165/211


166/211

0 L,4"630M-

159 g

!63

0!22

1!00

0!00

0!00

831

831

851!72

1!532977!31

!46

701!29

0!00

0!5 =

1!31 =2

θ 383%75.


167/211

θ383%75.


168/211


LOSAS DE ENTREPISO

CAR&A MUERTA()

LOSETA 120!00

NERIOS 72!00RISO 40!00

LO"UE AIIEN 67!50

SOREPISO 80!00

CERAICA 40!00

OTROS 12!00

TOTAL 431!50

CAR&A +I+A 150!00

CAR&A / DISEO , 430.00

LOSA'LT'1 (2 ' 1) N!3"00 L,5"430M- LOSA137!6

2 1V B 430 g V B 430 g

LB 5!4 4!63 0!80 LB

W 0!65 0!22 1!25

1!00 0!15 0!85

* 0!00 -137!60 137!60

0!00 -137!60 137!60

966 1025 344

R 966 1369

=/ 1084!5 0!00 0!0 =

; 2!25 0!80 ;

P 0!00 0!14 0!50 Pθ 7!99 3246!01 3246!01

Y 425!05 2%574!79

;=/B 1!45 807!05 0!80

4%200 g=2 19895!78 2524!44 4%200

240 g=2 /B 0!6 = 0!1 = 240 g

B 17!5 = A. > B 1!39 =2 0!17 =2 B 17!5 =

+ B 2!5 = A. - B + B 2!5 =

!85XB 10200 1\3/)'0K)Mts !85XB 10200

B 50 = ?0!50@ B 50 =

M B

M B

B

B


169/211


LOSAS DE ENTREPISO

B 20 =1Y385%4.

B 20

A.=)B 0!58 =2 A.=)B 0!5

6!6 = 6!6

/ B 8%619 g-= 2Y385%4. / B 8%6

*)/B &)S *)/B &)

P< B 96!0 g= P< B 96

A./ B 16!07 =2 A./ B 16

M B 4%154 g=2 M B 4%1

LOSA'LT'4 (2 '4) L , 7"56 M-. N!6"48 -174!2

2 4

V B 430 g V B 430 g V B 430 g V B 430 g

LB 7!56 0!88 2!48 3!30 0!90

W 1!00 1!00 1!21 0!91 1!21

1!00 0!00 0!57 0!43 1!00

* -166!50 166!50 -247!34 672!41 -174!15 174!2

-166!50 166!50 -490!03 490!03 -174!15 174!15

378 403 664 805 614 387

R 781 1469 1001

=/ 22!1 0!00 263!9 44!79

; 0!88 0!94 1!87

P 1!26 1!86 0!86 0!42

θ -570!07 -570!07 -837!60 -325!98 -134!12 127!10

Y ?533!90@ ?1%579!69@ ?842!34@ -14!9

;=/B 0!88 2!48 -837!60 1!99 -271!53 0!90

4%200 g=2 0!00 0!00 0!00 0!00

240 g=2 /B 0!3 = 0!0 = 0!8 = 0!4 =

B 17!5 = A. > B 0!25 =2 0!03 =2 0!76 =2 0!40 =2

+ B 2!5 = A. - B

!85XB 4080

B 20 = 1 \3/) '2K+2Mts

B 20 =

A.=)B 1!17 =2 1 \3/) '3K36Mts

6!6 = 1 Y38 4%2.

/ B 3%448 g-=

/ B

/ B

M B

B

/ B


170/211


LOSAS DE ENTREPISO

*)/B &)S

P< B 96!0 g= 2 Y38 4%2.

A./ B 6!43 =2 2 Y38 3%36.

M B 4%154 g=2


171/211

LOSA'LE'5 (2 ' 1) N!3"00 L,4"630M-

2 1

V B 430 g

LB 4!6 4!63

W 0!65 0!22

1!00 1!00

* 0!00 0!00

0!00 0!00

995 995

R 995 995

=/ 1152!2 1%020!17

; 2!32P 1!53 1!53

θ 7!99 3564!55

Y 440!23

;=/B 1!45 838!40

4%200 g=2 0!00

240 g=2 /B 0!6 =

B 17!5 = A. > B 1!57 =2

+ B 2!5 = A. - B

!85XB 10200

B 50 =

M B

B


172/211

B 20 =

A.=)B 0!58 =2

6!6 =/ B 8%619 g-=

*)/B &)S

P< B 96!0 g=

A./ B 16!07 =2

M B 4%154 g=2

(2 '4) L , 6"48 M-. N!3"00

3 4

0 g V B 430 g

8 4!00

1!21 0!75 1!00

0!62 0!38 1!00

-330!58 860!00 0!00

-657!38 657!38 0!00

798 1024 696

1823 696

0!00 562!7 21!83

2!38

1!23 0!80 0!03

-1597!11 79!41 1057!97

!86@ 1%398!24

-1597!11 4!00 1057!97

1638!40 -6832!22 -6673!72

0!1 = 1!2 = 1!0 =

0!10 =2 1!12 =2 0!97 =2

1 \3/) '2K02Mts

?0!82@

ts 1 Y38 2%48.

1 θ 383%75.

/ B

2θ383%75.


173/211

.

2 Y38 2%48.


174/211


CALCULO DE +I&AS DE ENTREPISO

+I&A DE ENTREPISO +E'4 ($ ' D) N!3"00 L,7"90M-$ D

V B 1%269 g V B 1%000 g

LB 7!9 4!4 T 3!5 T

W 0!91 0!68 0!86 1!14

1!00 0!44 0!56 1!00

* 0!00 -3069!96 1531!25

0!00 -2%388!25 2%388!25 0!00

2248 3334 2432 1068

R 2248 5766 1068=/ 1992!0 1%419!74 569!9 ?809!16@

; 1!77 2!43

P 0!82 1!68 0!77 -0!59

θ 123!06 3874!13 -90!72 -697!25

Y 12%646!86 ?3%816!95@

;=/B 4!40 3874!13 3!50 -697!25

4%200 g=2 0!00 0!00 0!00

240 g=2 3!4 = 4!2 = 0!9 =

B 17!5 = 3!34 =2 4!11 =2 0!88 =2

+ B 2!5 =

!85XB 4080 2 \1/2$ 1 \3/)'3K36Mts !85B 20 = ?0!75@

B 20 = 2 \3/) ')K2Mts

A.=)B 1!17 =2 A.=

6!6 =

/ B 3%448 g-=

*)/B &)S *

P< B 96!0 g= 3 Y12 8%2.

M B

B

/ B


175/211


A./ B 6!43 =2 A

M B 4%154 g=2

+I&A DE ENTREPISO +E'3 (A ' ) N!3"00 L,6"650M-

A $ C

V B 3%082 g V B 3%199 g

LB 6!7 3!15 3!50

W 1!00 0!95 0!86 1!14

1!00 0!53 0!47 1!00

* 0!00 -3822!34 4898!52 0!00

0!00 -4%388!75 4%388!75 0!00

3461 6247 6852 4344

R 3461 13099 4344

=/ 1942!9 ?0!00@ 2949!9 19!21

; 1!12 2!14

P ?0!00@ 0!90 0!79 0!00

θ -1644!45 -529!83 -979!86 2769!70

Y 204!45 ?1%347!96@

;=/B 3!15 -529!83 3!50 2769!704%200 g=2 0!00 0!00 0!00

240 g=2 2!1 = 5!4 = 3!4 =

B 17!5 = 3!13 =2 7!84 =2 4!94 =2

+ B 2!5 =

!85XB 6120 3\"/) '1K6


176/211


6!6 =

/ B 5%171 g-= /*)/B &)S 1 Y12 3%3. *)

P< B 144!0 g= ?0!35@ P

A./ B 9!64 =2 2 Y58 6%95. A./

M B 4%154 g=2

+I&A DE ENTREPISO +E'1 ($ 'D) L , 6"8 M-. N!3"00

$ C D

V B 1%022 g V B 1%022 g

LB 6!8 3!50 3!30

W 1!00 0!86 0!91 1!21

1!00 0!49 0!51 1!00

* 0!00 -1565!43 1391!63 0!00

0!00 -1%481!08 1%481!08 0!00

1366 2212 2136 1238

R 1366 4348 1238

=/ 912!5 0!00 749!6 ?0!00@

; 1!34 2!09

P 0!00 0!83 0!88 0!00

θ -941!35 119!41 96!25 714!05

/ B


177/211


Y 73!53 ?7!09@

;=/B 3!50 119!41 3!30 714!05

4%200 g=2 0!00 0!00 0!00

240 g=2 /B 1!5 = 2!5 = 1!2 =

B 17!5 = A. > B 1!44 =2 2!41 =2 1!17 =2

+ B 2!5 = A. - B

!85XB 4080 !85

B 20 = 1 \1/2 '1K+Mts

B 20 = ?0!90@

A.=)B 1!17 =2 2 \3/) '+K1Mts A.

6!6 =

/ B 3%448 g-=

*)/B &)S P< B 96!0 g=

A./ B 6!43 =2 3 Y38 7%1. A.

M B 4%154 g=2

+I&A DE AMARRE +A'$ (1 '4) N!6"25 L,10"41M-

1 2 4

V B 1%000 g V B 1%000 g V B 1%000 g V B 2

M B

B

/ B


178/211


LB 10!4 4!63 2!48 3!30

W 1!00 0!65 1!61 1!61 0!91 1!21

1!00 0!29 0!71 0!64 0!36 1!00

* 0!00 -2679!61 512!53 -512!53 906!01 -910!48 9

0!00 -1%937!90 1%937!90 -431!28 430!53 -910!48 9

1896 2734 1848 632 1505 1795 9

R 1896 4581 2137 2695

=/ 1798!3 ?0!00@ -231!3 ?356!04@ 701!3 ?6!57@

; 1!90 1!85 1!50

P ?0!00@ 0!84 1!35 0!13 0!31 0!61

θ -4472!56 -687!72 2125!54 458!84 -1114!75 -335!14

Y ?8%484!19@ 2%432!44 ?1%956!76@

;=/B 4!63 -687!72 2!48 458!84 3!30 -335!14

4%200 g=2 0!00 0!00 0!00 0!00 0!00 0

240 g=2 3!1 = 3!3 = 0!4 = 0!7 = 1!1 = 1

B 17!5 = A.B3!49 =2 A.B3!73 =2 0!69 =2 1!05 =2 1!53 =2 1

+ B 2!5 =

!85XB 4080 1\1/2'2K2Mts

B 20 = ?0!60@

B 20 = 2 \1/2 '10K+1Mts

A.=)B 1!17 =2

6!6 =

/ B 3%448 g-=*)/B &NS

P< B 96!0 g= 2 Y12 11%6.

A./ B 6!43 =2 1 Y125%1.

M B 4%154 g=2 ?0!30@

M B

B

/ B


179/211


+I&A DE AMARRE +A'A (2 ' 4) N!3"00 L,6"68M-

2 3 4

V B 1%000 g V B 1%000 g V B

LB 6!7 2!48 3!30 0

W 1!61 1!21 0!91 1!21

1!00 0!57 0!43 1!00* -768!80 950!69 -821!12 821!1

0!00 -872!65 872!65 -821!12 821!1

888 1592 1666 1634 900

R 888 3257 2534

=/ 394!4 187!58 514!5 ?206!87@

; 0!89 1!67

P 1!53 2!23 0!46 0!43

θ 1795!06 1984!06 -1053!76 -853!73

Y 5%133!37 ?3%194!11@

;=/B 2!48 1984!06 3!30 -853!73

4%200 g=2 0!00 0!00 0!00 0!00240 g=2 0!6 = 1!4 = 0!8 = 1!3 =

B 17!5 = 0!98 =2 1!84 =2 1!20 =2 1!74

+ B 2!5 =

!85XB 4080

B 20 = ?0!60@

B 20 = 2 \1/2 '+Mts

A.=)B 1!17 =2

M

B

B


180/211


6!6 =

/ B 3%448 g-=*)/B &)S

P< B 96!0 g= 2 Y12 7.

A./ B 6!43 =2

M B 4%154 g=2

/ B


181/211

+E'2 (A ' D) N!3"00 L,9"950M-$ D

V B 632 g V B 2%576 g

3!50 3!30

1!14 1!14 1!21 1!21

0!55 0!49 0!51 1!00

645!42 -645!42 3506!76

1%031!85 -1%717!46 1%716!86 0!00

911 1302 4771 3730

0 6073 3730

-376!2 ?494!96@ 2700!9 105!22

1!44 1!85

0!83 1!45 0!43 0!03

126!31 -2426!01 -164!18 4715!90

?3%324!59@ 5%952!28

3!50 -2426!01 3!30 4715!90

0!00 0!00 0!00

0!6 = 2!9 = 4!9 =

0!58 =2 2!83 =2 4!75 =2

1 \"/)$ '1K3Mts

?0!40@

2 \3/) '10K2"Mts

2 Y12 4%3.

?0!85@

3 Y38 10%25.


182/211

0!710 3

1!270 2

1!980

2!850

4!67

4!75 =2 *ALTA0"08

M-. N!2.88-540!8

3

V B 1%000 g V B 1%000 g

2!48 1!040!65 1!21 1!61

0!35 0!65 1!00

-2519!61 1039!20 540!80 -540!8

-2%003!24 2%003!24 540!80 -540!80

2679 2266 214 1040

4944 1254

?0!00@ 563!7 ?0!00@

2!27

0!901!20 -0!85

-4301!05 2923!61 2381!27 2193!79

5%274!14 2330!3

-4301!05 2!48 2381!27 1!04

0!00 0!00 0!00 0!00

2!7 = 3!5 = 0!9 = 0!9 =

2!59 =2 3!36 =2 0!87 =2 0!84 =2

1\1/2'2K1Mts

?1!20@

3 \3/) '


183/211

3 Y389%25.

38 6. ?1!20@

+E'4 (A ' $) N!4"03 L,3"15M-

$

8 g

3!15

1!00

1!00

0!00

0!00

33043304

2601!6 ?0!00@

1!58

-1568!68


184/211

?857!25@

1!58 1163!03

0!00

4!7 =

4!54 =2

2 \3/) '3K4"Mts

8 3%45.

DE ENTREPISO +E'D (1 '4) N!3"25 L,10"41M-

2 3 4

00 g V B 1%000 g V B 1%000 g


185/211

3 2!48 3!300!65 1!61 1!61 0!91 1!21

0!29 0!71 0!64 0!36 1!00

-2679!61 512!53 -512!53 1361!25

-1%890!81 1%890!81 -701!25 700!21 0!00

2723 1720 760 1862 1438

4443 2623 1438

?0!00@ -412!2 ?481!28@ 1033!7 425!63

1 1!72 1!86

0!82 1!35 0!39 0!76 0!34

-7590!08 5522!82 3579!74 -2101!44 -265!48

!53@ 10%677!48 ?4%540!84@-7590!08 2!48 3579!74 3!30 -265!48

0!00 0!00 0!00 0!00 0!00

3!1 = 3!2 = 0!7 = 1!1 = 1!7 =

3!52 =2 A.B3!65 =2 1!01 =2 1!53 =2 2!12 =2

1\1/2'2K1"Mts

?1!35@

2 \1/2 '10K+1Mts

2 Y12 10%7.

5%5.

?0!70@


186/211


187/211


188/211


CALCULO DE COLUNAS

*,=)/ e./*+/e e) /+g/

3!00 C*N+e2020 4K12 AA A2 96!00 g 838 2!65 N> 3!00 85!97 C*N+e2020 4K12 A

A A3 96!00 g 1711 2!65 N> 3!00 42!12 C*N+e2020 4K12 AA A4 96!00 g 996 2!65 N> 3!00 72!31 C*N+e2020 4K12 A 1 96!00 g 5280 2!65 N> 3!00 13!65 C*N+e2020 4K12

2 96!00 g 7264 2!65 N> 3!00 9!92 C*N+e2020 4K12 3 96!00 g 5204 2!65 N> 3!00 13!84 C*N+e2020 4K12 4 96!00 g 2776 2!65 N> 3!00 25!95 C*N+e2020 4K12 C C1 96!00 g 11742 2!65 N> 3!00 6!14 C*N+e2020 4K12 C

C C2 96!00 g 12757 2!65 N> 3!00 5!65 C*N+e2020 4K12 CC C3 96!00 g 7492 2!65 N> 3!00 9!62 C*N+e2020 4K12 CC C4 96!00 g 4840 2!65 N> 3!00 14!89 C*N+e2020 4K12 C

D D1 96!00 g 5553 2!65 N> 3!00 12!98 C*N+e2020 4K12 DD D2 96!00 g 9858 2!65 N> 3!00 7!31 C*N+e2020 4K12 DD D3 96!00 g 9864 2!65 N> 3!00 7!31 C*N+e2020 4K12 DD D4 96!00 g 5625 2!65 N> 3!00 12!81 C*N+e2020 4K12 D

</=

B

PPROPIO


189/211


CALCULO DE COLUNAS


190/211

NI+EL *.S SECCION

CONCRETO RC 240

N> 0!00 8!04 C*N+e2020 4K12

N> 0!00 16!84 C*N+e2020 4K12

N> 0!00 8!28 C*N+e2020 4K12

N> 0!00 10!14 C*N+e2020 4K12

N> 0!00 8!18 C*N+e2020 4K12

N> 0!00 4!51 C*N+e2020 4K12

N> 0!00 3!48 C*N+e2020 4K12

N> 0!00 7!97 C*N+e2020 4K12

N> 0!00 3!77 C*N+e2020 4K12

N> 0!00 3!00 C*N+e2020 4K12

N> 0!00 5!39 C*N+e2020 4K12

N> 0!00 6!63 C*N+e2020 4K12

N> 0!00 8!04 C*N+e2020 4K12

N> 0!00 3!94 C*N+e2020 4K12

N> 0!00 5!65 C*N+e2020 4K12

N> 0!00 8!86 C*N+e2020 4K12


191/211


192/211


CALCULO DE UNDACIONES EJE *UND P

g

A A1 437A A2 528A A3 528A A4 528

1600 0!9 1 528C B 0 B P+*! 2 528N B 31!941 B 1!65 3 528N B 20!862 B 1!62 4 528NM B 27!198 M B 0!6 C C1 528

54!074304 C C2 528 13!05504 C C3 528

S B 1!5 C C4 528D D1 528

0!80 1!00 1!20 1!40 1!50 1!60 1!80 D D2 528D D3 528

0!60 28!6 T) 30!3 T) 32!1 T) 33!8 T) 34!7 T) 35!6 T) 37!3 T) D D4 5280!80 35!8 T) 37!5 T) 39!3 T) 41!0 T) 41!9 T) 42!8 T) 44!5 T)

1!00 43!0 T) 44!8 T) 46!5 T) 48!2 T) 49!1 T) 50!0 T) 51!7 T)

1!20 50!2 T) 52!0 T) 53!7 T) 55!4 T) 56!3 T) 57!2 T) 58!9 T)1!50 61!0 T) 62!8 T) 64!5 T) 66!3 T) 67!1 T) 68!0 T) 69!7 T)1!75 70!0 T) 71!8 T) 73!5 T) 75!3 T) 76!1 T) 77!0 T) 78!8 T)

*S, 3.06

e,e*


193/211


CALCULO DE UNDACIONES E

:< .85:


194/211

APATA ACERO

# .e) ,)/)

25 8080

30 80100

25 8080 Y380!85= . 12%5=.

25 8080 Y380!85= . 12%5=.

30 80100 Y121!20= . 12%5=.

30 100120

30 120120 Y121!40= . 10=.

30 80100 Y121!20= . 12%5=.

30 100120 Y121!40= . 10=.

35 120140

30 100100 Y121!20= . 12%5=.30 100100 Y121!20= . 12%5=.

25 8080 Y380!85= . 12%5=.

30 100100 Y121!20= . 12%5=.

30 100100 Y121!20= . 12%5=.

25 8080 Y380!85= . 12%5=.

30

30


195/211

APATA ACERO

# .e) ,)/)

PEDESTAL4θ58 2%50.


196/211

I)g!J*+ge L,. #e++e+/ '! I)ge)e+* C!I!! 41!011

P,e+* O+/(03022

UR 'UA$ANA! / J! N+* 29! TEL-A; 086-525185! PTO ORDA&! EDO OLIAR Pág)/


CALCULO DE ESCALERA ETALICA

2!48

3.30


197/211

I)g!J*+ge L,. #e++e+/ '! I)ge)e+* C!I!! 41!011

P,e+* O+/(0

LOSA DE ESCALERA

REF

3 4 3

V B 838 g

REF REF REF

REF

REF REF REF

R #RE* #RE* R #RE*

0 REF REF 0 REF

Y REF Y

;=/B REF REF ;=/B

REF REF

4!74 / B1!3 4!74 / B2!9

4!03 A.B 6!55 C=2 4!03 A B14!6

MB 4200 LoB N!0.0 A N!1"65 MB 4200 LoBB 210 /e+* e+/ B 210 /e+* e+/

B 8 /e+* *+*)/ B 8 e+* *+*)/

!85XB 21420 =// 100100 4!3== !85XB 21420 =// 10010

B 120 B 120

A, 3!20 =2 A, 3!20 =2

##

A $

REFREF REF

REF

REF REF

R #RE* #RE*

0 REF REF

Y REF

;=/B REF REF

REF

10!38 / B7!0

8!82 A B5!9

MB 4200

B 210

B 17!5

!85XB 3570

B 20

A, 1!17 =2

P


198/211


199/211

I)g!J*+ge L,. #e++e+/ '! I)ge)e+* C!I!! 41!011

P,e+* O+/(030

UR 'UA$ANA / J N+* 29 TEL-A; 086-525185 PTO ORDA& EDO OLIAR Pá

LOSA DE ESCALERA

REF

4

V B 838 gREF

REF

REF

#RE*

REF

REF

REF REF

N!1"65 A N!4"04

4!3==

20

20

A+e/ ?=2@

0!710

1!270

1!980

2!850

0!15 == 3!81 =2

5 =

θ38 5C=

θ38 20C=

2θ38 2%50.

3θ58 2%50.

θ D/=

θ3/8

θ1/2

θ5/8

θ3/4


200/211

I)g!J*+ge L,. #e++e+/ '! I)ge)e+* C!I!! 41!011

P,e+* O+/(03

DV B 838 g

2!36

1!27 1!70

0!50 1!00

580!95 0!00

0!00

0!00

0!00

0!00

0!00

0!00

0!00

0!00

580!95 0!00

1233 740

67 740

326!8 179!02

1!47

0!88 0!29

1067!13 1295!16

2%513!10

2!36 1295!16

CONDU+EN16070 /,4.3

S B 20!7 =30!00 =

0!00 =Y B

Ymáx B


201/211

I)g!J*+ge L,. #e++e+/ '! I)ge)e+* C!I!! 41!011

P,e+* O+/(0302

UR 'UA$ANA! / J! N+* 29! TEL-A; 086-525185! PTO ORDA&! EDO OLIAR Pág)


202/211

P R E S U P U E S T O D E E J E C U C I O N

OBRAREMODELACION DE VIVIENDA

N!o D567 U7 C7

OBRAS PRELIMINARES

--1 E-319-100-000

M3 4.3

--2 E-319-100-001

E:;+7 7+ 7 0 @ 1,0 M3 2.2--3 E-319-100-001R7+ +5+ 7+ M3 1'.09

OBRAS DE CONCRETO TOTAL

--' E-32-000-12

M3 1.!9

--( E-331-100-22

M3 0.'9

--) E-332-000-22

M3 2.02

--* E-332-000-22

M3 8.04

--+ E-332-000-22

U7=67 E C+, UD-30'. M= 43 C N+ , M


203/211



N!o D567 U7 C7

U7=67 E C+, UD-30'. M= 43 C N+ , M


204/211



N!o D567 U7 C7

U7=67 E C+, UD-30'. M= 43 C N+ , M


205/211



N!o D567 U7 C7

U7=67 E C+, UD-30'. M= 43 C N+ , M


206/211



N!o D567 U7 C7

U7=67 E C+, UD-30'. M= 43 C N+ , M


207/211

P+5 &+;7 N; 1.03

P+ U7+ P+ T+

',000.00 294,424.80

4,20.00 114,123.3!

2,20.00 40',241.8! BRAS PRELIMINARES +1';*,-.-'

21,403.'8 38',4.90

249,222.0' 1!2,!24.!0

249,222.0' 03,13!.81

234,143.80 1,883,44.8'


208/211

P+5 &+;7 N; 1.03

P+ U7+ P+ T+

21,403.'8 29,918.!9

43,080.!4 3,4',83.92OBRAS DE CONCRETO );)*1;'((.,+

4,8!1.00 34,811.90

48,!4.00 '9,!'8.'!

E H+>

A


209/211

P+5 &+;7 N; 1.03

P+ U7+ P+ T+

3,28.0 49!,234.00

2,3!.00 121,1'!.00

2,!0.00 49!,!4!.00ACERO DE REFUERZO 1;()2;,,-.+1

1,48,200.00 1,48,200.00

8400.00 84,00.00

48000.00 48,000.00 TOTAL HERRERIA

2;(,-;*--.--

2!80.00 4,213,812.00

E H+> 8,'92,3!2.

A


210/211

P+5 &+;7 N; 1.03

P+ U7+ P+ T+

1'!8.00 1,2!2,049.00

12!8.00 2,120,32'.00

12!8.00 2,18',!'1.00 TOTAL AR


211/211

P+5 &+;7 N; 1.03

P+ U7+ P+ T+

ALACIONES SANITARIAS )3';+1).-1

1!0.00 323,4!4.00

Calculo Caronoco Victor Medina

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Transcript of Calculo Caronoco Victor Medina