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