cargas fundaciones5
5
piso 3 w columna area aferente columnas A carga muert carga viva normal 0.1176 0.1176 0.1176 1.611 3 0.189 0.249 0.1176 1.485 4 0.174 0.234 0.1176 0.625 5 0.0735 0.1335 0.1176 0.984 6 0.115 0.175 0.1176 1.7 7 0.2 0.26 w columna area aferente columnas b carga muert carga viva normal 0.1176 1.38 3 0.162 0.222 0.1176 1.38 7 0.162 0.222 w columna area aferente columnas c carga muert carga viva normal 0.1176 1.89 3 0.222 0.282 0.1176 1.485 4 0.174 0.324 0.1176 0.625 5 0.0735 0.2235 0.1176 0.984 6 0.011576 0.071576 0.1176 2.008 7 0.236 0.296 piso 2 w columna area aferente columnas A carga muert carga viva normal 0.1176 0.1176 0.1176 1.611 3 0.378 0.438 0.1176 1.485 4 0.363 0.423 0.1176 0.625 5 0.2625 0.3225 0.1176 0.984 6 0.304 0.364 0.1176 1.7 7 0.389 0.449 w columna area aferente columnas b carga muert carga viva normal 0.1176 1.38 3 0.324 0.384 0.1176 1.38 7 0.324 0.384 w columna area aferente columnas c carga muert carga viva normal 0.1176 1.89 3 0.444 0.504 0.1176 1.485 4 0.396 0.546 0.1176 0.625 5 0.2955 0.4455 0.1176 0.984 6 0.233576 0.293576 0.1176 2.008 7 0.458 0.518 piso 1 w columna area aferente columnas A carga muert carga viva normal 0.1176 1.4322 1 0.168 0.228 0.1176 1.4058 2 0.165 0.225 0.1176 1.611 3 0.567 0.627
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Hoja1piso 3w columnaarea aferentecolumnas Acarga muertacarga viva normalcarga viva maximacarga sismo0.11760.11760.11761.61130.1890.2490.3690.10950.11761.48540.1740.2340.3540.1020.11760.62550.07350.13350.25350.05175CMT1.7925760.11760.98460.1150.1750.2950.0725CVN2.6925760.11761.770.20.260.380.115CVM4.192576CS1.121288w columnaarea aferentecolumnas bcarga muertacarga viva normalcarga viva maximacarga sismo0.11761.3830.1620.2220.3420.0960.11761.3870.1620.2220.3420.096w columnaarea aferentecolumnas ccarga muertacarga viva normalcarga viva maximacarga sismo0.11761.8930.2220.2820.4020.1260.11761.48540.1740.3240.4740.12450.11760.62550.07350.22350.37350.074250.11760.98460.0115760.0715760.1915760.0207880.11762.00870.2360.2960.4160.133piso 2w columnaarea aferentecolumnas Acarga muertacarga viva normalcarga viva maximacarga sismo0.11760.11760.11761.61130.3780.4380.5580.204CM4.1715760.11761.48540.3630.4230.5430.196CVN0.11760.62550.26250.32250.44250.146250.11760.98460.3040.3640.4840.1670.11761.770.3890.4490.5690.2095w columnaarea aferentecolumnas bcarga muertacarga viva normalcarga viva maximacarga sismo0.11761.3830.3240.3840.5040.1770.11761.3870.3240.3840.5040.177w columnaarea aferentecolumnas ccarga muertacarga viva normalcarga viva maximacarga sismo0.11761.8930.4440.5040.6240.2370.11761.48540.3960.5460.6960.23550.11760.62550.29550.44550.59550.185250.11760.98460.2335760.2935760.4135760.1317880.11762.00870.4580.5180.6380.244piso 1w columnaarea aferentecolumnas Acarga muertacarga viva normalcarga viva maximacarga sismocomo en el anterior a las columnas que reciben carga del piso superior0.11761.432210.1680.2280.3480.099se les suma esa carga, las que no tienen carga del piso superior que dan tal cual0.11761.405820.1650.2250.3450.09750.11761.61130.5670.6270.7470.29850.11761.48540.5520.6120.7320.2910.11760.62550.45150.51150.63150.240750.11760.98460.4930.5530.6730.26150.11761.770.5780.6380.7580.304w columnaarea aferentecolumnas bcarga muertacarga viva normalcarga viva maximacarga sismo0.11761.3810.1620.2220.3420.0960.11761.3830.4860.5460.6660.2580.11761.3870.4860.5460.6660.258w columna(t/m^3)area aferente(m^2)columnas ccarga muertacarga viva normalcarga viva maximacarga sismo(t/m^2)0.11761.68310.1970.2570.3770.11350.11761.405820.1650.2250.3450.09750.11761.8930.6660.7260.8460.3480.11761.48540.6180.7680.9180.34650.11760.62550.51750.66750.81750.296250.11760.98460.4555760.5155760.6355760.2427880.11762.00870.680.2960.4160.133
