Fza Hor Eqvgamma2400kgf/m2CantidadLongitud(m)Carga muerta(kgf/m)Peso Sa1.015625Carga muerta 560kgf/mColumnas 142.7548618711kgfTa0.585913Carga viva210kgf/mVigas A245.294485337.6kgfPeso piso238191kgfVigas 125.694410572.8kgfVigas 11111.9944123569.6kgfPeso total1429146kgfSeccion columna0.450.45238191kgfk1.0429566846Seccion Viga0.40.4he2.75X54Y11.9Cortante BasalVs1451476.40625

Nivelhx
Pablo: Pablo:Altura acumuladaPesoT*hxkCvxFXFxFyMzxMzyTecho16.526598651.305278629.1%421988.982560543421989.0421989.0251083.41139370.3513.7521992621.819942924.0%348914.08587302348914.1348914.1207603.9942068.041117426254.822430719.0%276468.436612007276468.4276468.4164498.7746464.838.2512909171.481590314.1%204804.675120306204804.7204804.7121858.8552972.625.58457515.729002549.2%134178.92570979134178.9134178.979836.5362283.112.754104701.385076394.5%65121.300374334765121.365121.338747.2175827.5Cimentacion000.0%00.0000Suma91488916.5433214100.00%1451476.40625Esta es la fuerza horizontal equivalente definitiva para nuestro edificioMuros de 0,25 columnas 45x45vigas de 40x40