Diseño de Zapatas Aisladas Modi

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PUNTO PM PV PSX PSY MMX MMY 13 14.79 2.14 3.69 4.83 -1.454 0.212 14 22.36 4.17 1.46 4.32 -1.385 -0.017 15 22.03 4.09 0.5 4.29 -1.375 -0.012 16 22.03 4.09 0.5 4.29 -1.375 0.012 17 22.36 4.17 1.46 4.32 -1.385 0.017 18 14.79 2.14 3.69 4.83 -1.454 -0.212 19 23.75 5.43 1.81 1.79 -0.568 0.391 20 37.88 11.05 0.65 1.73 -1.454 0.212 21 38.41 11.05 0.2 1.74 -1.385 -0.017 22 38.41 11.05 0.2 1.74 -1.375 -0.012 23 37.88 11.05 0.65 1.73 -1.375 0.012 24 23.75 5.43 1.81 1.79 -1.385 0.017 25 40.29 10.07 0.89 2.57 -1.454 -0.212 26 40.13 9.98 0.28 2.54 -0.568 0.391 27 40.13 9.98 0.28 2.54 -1.454 0.212 28 40.29 10.07 0.89 2.57 -1.385 -0.017 29 25.79 4.99 3.58 3.03 -1.375 -0.012 30 25.79 4.99 3.58 3.03 -1.375 0.012

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zapatas

Transcript of Diseño de Zapatas Aisladas Modi

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