Diseno De Muro De Contencion.xls
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PILA DE SOSTENIMIENTO Se efectura pilas de sostenimiento para lo correspondiente a la carga axial de la cimentacion Ancho tributario de la pila = Ancho tributario de la cim= Carga Axial Factorada = N de niveles edificio =
2.4 2.5 1.26 3
m m Tn/m2 und
Carga de la cimentacion sobre el suelo =
9.45
Tn/m
Carga de la Cimentacion sobre la pila =
22.68
Tn
As de Columna = As de Columna en diseno =
5.67 5 ΓΈ 1/2" =
cm2 6.33
cm2
DISENOS DE PILA DE SOSTENIMIENTO
2.4 2.5 1.26 3
m m Tn/m2 und
Carga de la cimentacion sobre el suelo =
9.45
Tn/m
Carga de la Cimentacion sobre la pila =
22.68
Tn
As de Columna = As de Columna en diseno =
5.67 5 ΓΈ 1/2" =
cm2 6.33
cm2
DISENOS DE PILA DE SOSTENIMIENTO
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