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