Carga Puntual v1r6i
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PILA ESPESOR 1.0 cm CASO 1: P= 0 tn/m y E= 26414 kg/cm2
CASO 2: P= 50% y E= 50% kg/cm2
CASO 3: P= 75% y E= 75% kg/cm2
CASO 4: P= 100% y E= 500 kg/cm2
PILA ESPESOR 1.5 cm CASO 1: P= 0 tn/m y E= 26414 kg/cm2
CASO 2: P= 50% y E= 50% kg/cm2 CASO 3: P= 75% y E= 75% kg/cm2 CASO 4: P= 100% y E= 500 kg/cm2
CASO 2: P= 50% y E= 50% kg/cm2
CASO 3: P= 75% y E= 75% kg/cm2
CASO 4: P= 100% y E= 500 kg/cm2
PILA ESPESOR 1.5 cm CASO 1: P= 0 tn/m y E= 26414 kg/cm2
CASO 2: P= 50% y E= 50% kg/cm2 CASO 3: P= 75% y E= 75% kg/cm2 CASO 4: P= 100% y E= 500 kg/cm2
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