PLANILHA_CONCRETO(1)jgj

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CÁLCULO DE n 8.6 Vão (m) 4.408 Degrau (cm) 28 Espelho (cm) 18 Sobrecarga (kN/cm²) 3 Revestimento (kN/m²) 1 30 3.5 CA 50 Patamar (kN/m²) h (cm) Lance (cm) Pl (kN/m²) 3.75 15 26.8 6.71 d (cm) dmín (cm) 11.50 0.121 7.48 7.07 Detalhamento φ (mm) 5 <= 1.875 20 2.25 OK! 1.125 29.352 75.482 OK! fck (MPa) d1 kmd As (cm²/m) Smáx (cm) Asmín (cm²/m) As >= Asmín Asprinc (cm²/m) Asdist (cm²/m) Vsd (kN) VRd1 (kN) Vsd <= VRd1

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Transcript of PLANILHA_CONCRETO(1)jgj

Plan1CLCULO DE ESCADA

n8.6
Steven: Insira seu "n"Esforos Mximos Vo (m)4.408Vmx (kN)20.97Degrau (cm)28Nmx (kN)7.98Espelho (cm)18Mmx (kN.m)24.47Sobrecarga (kN/cm)3Revestimento (kN/m)1fck (MPa)30d13.5CA50

Patamar (kN/m)h (cm)Lance (cm)Pl (kN/m)Carga total patamar (kN/m)Carga total lance (kN/m)3.751526.86.717.7510.708

d (cm)kmdAs (cm/m)dmn (cm)kmdkz
Steven: Tabela 5.211.500.1217.487.070.1140.9200.1210.917Detalhamento0.1220.916 (mm)5 = AsmnOK! k1.485Asprinc (cm/m)
Steven: Tabela 7.5 (escolher rea mais prxima possvel de As)fctm (MPa)2.896Asdist (cm/m)1.125
Steven: Deve-se escolher na tabela 7.5 a rea que mais se aproxima desta.fctk,inf (MPa)2.028fcKd (MPa)1.448Vsd (kN)29.352Rd (kN/cm)0.036VRd1 (kN)75.482cp (kN/cm)0.0075Vsd