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CALCULO DE MATERIALES
CONCRETO f´c = 210 Kg/cm2: 1; 1 ½:3
VIGAS 4.5 M3COLUMNAS 4.00LOSA 2.5ESCALERA 5.36TOTAL 16.06 M3
CEMENTO 9,30 X 16.06 =149.4 BOLSASARENA GRUESA 0.402 X 16.06 = 6.46PIEDRA0. 0.803 X 16.06 AGUA 0.
CONCRETO f´c = 175Kg/cm2: 1; 1 ½:3
ZAPATASTOTAL 16.06 M3