ETABSPUNTOPMPVPSXPSYMMXMMYMVXMVYMSXMSY1314.792.143.694.83-1.4540.212-0.3030.1687.34617.4851422.364.171.464.32-1.385-0.017-0.1930.1859.46611.4841522.034.090.54.29-1.375-0.012-0.190.1929.4511.151622.034.090.54.29-1.3750.012-0.190.1969.4511.1491722.364.171.464.32-1.3850.017-0.1930.1999.46611.4831814.792.143.694.83-1.454-0.212-0.3030.0527.34517.4851923.755.431.811.79-0.5680.3910.0040.2071.7661.4122037.8811.050.651.73-1.4540.212-0.3030.1682.0161.3482138.4111.050.21.74-1.385-0.017-0.1930.1851.9971.2932238.4111.050.21.74-1.375-0.012-0.190.1921.9971.2932337.8811.050.651.73-1.3750.012-0.190.1962.0161.3482423.755.431.811.79-1.3850.017-0.1930.1991.7661.4122540.2910.070.892.57-1.454-0.212-0.3030.0527.1544.5342640.139.980.282.54-0.5680.3910.0040.2077.1414.3592740.139.980.282.54-1.4540.212-0.3030.1687.1414.3592840.2910.070.892.57-1.385-0.017-0.1930.1857.1544.5332925.794.993.583.03-1.375-0.012-0.190.1925.4726.9933025.794.993.583.03-1.3750.012-0.190.1965.4736.991
Hoja1DISEO DE ZAPATAS AISLADASProyectista:Proyecto :Solicitado
:BLDescripcin de zapataDatos de columnaDatos de cargaDatos de
suelos1era verifi. (sin simo)2da verifi. (sismo en X)3ra verifi.
(sismo en Y)Presiones ltimas con cargas mayoradasPor
PunzonamientoPor CortantePor
FlexinnudoDescripcinfcabAreaPmPvPsxPsyMmxMmyMvxMvyMsxMsyresistenciaP
totalArea tentativaL (lado mayor de zapata)B (lado mayor de
zapata)AreaVerificamos momentos en XVerificacin
biaxialVerificacinVerificacinSin sismoSismo XSismo YPresin de
diseod (peral. Efect.)boAoVu (cortante de diseo por
punzonamiento)Vc (cortante resistente por punzonamiento)Vc
(cortante resistente por
punzonamiento)Vc=(0.53+1.1/Bc).raiz(fc,2).bo.d