Primer Trabajo De Sismos.xlsx
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- Words: 104
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959299.5 Metrado de cargas V60x30 C45x45
Elementos Losa Vigas Placas Columnas Acabados S/C
z u c s Ro Ip I R
Descripción Area Peso UnitarioPeso Total (14-3*0.3-0.2)*(16-4*0.3)-3.7*4.7 173.53 300 52059 4*14*0.3*0.6-4.7*0.6*0.3+4*0.3*0.6*(16-4*0.3) 19.89 2400 47736 0.2*3.5*5+0.2*3.5*6 7.7 2400 18480 12*0.45*0.45*3.5 8.505 2400 20412 16*14-4.7*3.7 206.61 100 20661 16*14-4.7*3.7 206.61 25 5165.25 ∑ Pesos 164513.25 0.4 P 1.5 V 2.5 1.1 8 1 1 8
959299.5 197855.522
Elementos Losa Vigas Placas Columnas Acabados S/C
Descripción Area Peso UnitarioPeso Total (14-3*0.3-0.2)*(16-4*0.3)-3.7*4.7 173.53 300 52059 4*14*0.3*0.6-4.7*0.6*0.3+4*0.3*0.6*(16-4*0.3) 19.89 2400 47736 0.2*3*5+0.2*3*6 6.6 2400 15840 12*0.45*0.45*3 7.29 2400 17496 16*14-4.7*3.7 206.61 100 20661 16*14-4.7*3.7 206.61 25 5165.25 ∑ Pesos 158957.25
Elementos Losa Vigas Placas Columnas Acabados S/C
z u c s Ro Ip I R
Descripción Area Peso UnitarioPeso Total (14-3*0.3-0.2)*(16-4*0.3)-3.7*4.7 173.53 300 52059 4*14*0.3*0.6-4.7*0.6*0.3+4*0.3*0.6*(16-4*0.3) 19.89 2400 47736 0.2*3.5*5+0.2*3.5*6 7.7 2400 18480 12*0.45*0.45*3.5 8.505 2400 20412 16*14-4.7*3.7 206.61 100 20661 16*14-4.7*3.7 206.61 25 5165.25 ∑ Pesos 164513.25 0.4 P 1.5 V 2.5 1.1 8 1 1 8
959299.5 197855.522
Elementos Losa Vigas Placas Columnas Acabados S/C
Descripción Area Peso UnitarioPeso Total (14-3*0.3-0.2)*(16-4*0.3)-3.7*4.7 173.53 300 52059 4*14*0.3*0.6-4.7*0.6*0.3+4*0.3*0.6*(16-4*0.3) 19.89 2400 47736 0.2*3*5+0.2*3*6 6.6 2400 15840 12*0.45*0.45*3 7.29 2400 17496 16*14-4.7*3.7 206.61 100 20661 16*14-4.7*3.7 206.61 25 5165.25 ∑ Pesos 158957.25
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