DISEÑO DE MUROS CON CARGA PERPENDICULAR AL PLANO (LRFD)
100
4200 4Es [kg/cm2] = 2000000Mu [kg-cm] 90000t [cm] 19
4b [cm] 60
Barras cada 2 celda(s)
4Area Barra 1.29
As 3.225 [cm2/m]r 0.0056579
0.0100840 OK
88509.3 Cambiar seccion
F'm [kg/cm2] =
Fy [kg/cm2] =
tf (cm)
fbarras en 1/8 de in [cm2]
rbalanceado r <= .5 rbalan
f Mn [kg-cm]
19