4
Capacidad portante qadm= 1.971 kg/cm2 ɣc= 2400.000 Kg/m3 0.0024 Df= 180.000 cm 150.000 ɣprom= 2100.000 Kg/m3 0.0021 es= 10.000 cm 10 S/C= 500.000 Kg/m2 0.05 Peso Propio 55870.6 Kg Carga Muerta 47198.93 Kg Live 30280.09 Kg LiveUP 2384.39 Kg Sismo X 1125.6 Kg Sismo Y 1043.92 Kg Az= 65795.07 B= 256.50549702 260 L= 256.50549702 260 Cx= 20.00 in Cy= 20.00 in f'c= 280.00 Kg/cm2 Pu= 177155.47 Kg d>= 18.065074606 in hz= 51.750 d= 48.413 cm a) 19.9543416 b0= 393.65 cm b) 23.4460131 c) 13.3028944 Pu= 177155.47 kg Az= 67600 Cx= 50 Cy= 50 d= 48.413 Vu= 7.964 Verificacion de presiones:

Libro2

Embed Size (px)

DESCRIPTION

ee

Citation preview

Hoja1

Capacidad portante

qadm=1.971kg/cm2qneta-adm=3.185c=2400.000Kg/m30.0024-0.389Df=180.000cm150.0002.796333Kg/cm2prom=2100.000Kg/m30.0021es=10.000cm10S/C=500.000Kg/m20.05

Peso Propio55870.6KgComb1=144297.34Servicio KgMy (Kg-m)Carga Muerta47198.93KgComb2=173323.78PD=103069.53Live30280.09KgComb3=157778.55PL=32664.48LiveUP2384.39KgComb4=155089.13Sismo X =1125.6Sismo X1125.6KgComb5=93888.18Sismo Y1043.92Kg173323.78Servicio KgMy (Kg-m)PD126134.721073.46Az=65795.07PL56406.99801.5B=256.5054970171260Sismo X =1125.6-3664.54L=256.5054970171260Cx=20.00inCy=20.00inf'c=280.00Kg/cm23982.5358633826inPu=177155.47Kg390560.935160075in

d>=18.0650746063in45.1626865158cm393.65hz=51.75055cmd=48.413cma)19.9543416328b0=393.65cmb)23.446013083c)13.3028944219Pu=177155.47kgAz=67600Cx=50Cy=50d=48.413Vu=7.964

Verificacion de presiones:Servicio KgMy (Kg-m)Servicio 1q1=1.9325506173PD92196.26Servicio 2qmax=0.2876379761PL38493.8819.518281041Sismo X =29397.443023.4

P=46355.739.72330488850.10284569M=5916.39972.3304888536ex=0.1276301765qmax=0.6709458844M=5916.39qmax=0.39439694811.0978935938P=29397.44M=3023.4ex=0.10284569qmax=0.49541984453023.4qmin=0.31109428441.333333333310.2845689965qD=1.4045138546qL=0.5280367627qqmax=2.0342350069qqmin=1.937464087845qqqmax=1.7513077458qqqmin=1.6222798537Ks=0.7232084155