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