2
Partida Descripción Acero Fy= 4,200Kg/cm2 Ø CANT. 1/4" 3/8" 1/2" 5/8" 3/4" PISOS 0.25 0.58 1.02 1.58 2.28 Total Kg N° Vece s Cant. Elem Long c/ elem 05.04.03 VIGA D-D, E-E, F-F Y H-H ACERO DE REFUERZOFY=4,200 KG/CM2 V-P101, 201 (0.30*0.60) 8.75 1/2" 4 2 8.75 2.00 71.40 142.80 9.84 5/8" 4 5 10.34 2.00 326.87 653.74 0.15 0.35 5/8" 4 3 4.06 2.00 76.98 153.96 3/8" 4 68 1.80 2.00 283.97 567.94 ACERO (KG) 1,518.43 DESPERDICIO 5% 75.92 TOTAL ACERO EN VIGAS (KG) 1,594.35 05.04.03 VIGAS Eje 2`-2`; entre EyF ACERO DE REFUERZOFY=4,200 KG/CM2 V-P 102, 202 (0.30*0.60) 8.75 1/2" 1 2 8.75 2.00 17.85 35.70 6.80 5/8" 1 3 3.35 2.00 15.88 31.76 0.25 0.25 5/8" 1 2 1.92 2.00 6.07 12.13 5/8" 1 2 4.25 2.00 13.43 26.86 3/4" 1 2 9.34 2.00 85.18 170.36 3/4" 1 2 7.00 2.00 63.87 127.75 3/8" 4 59 1.80 2.00 246.38 492.77 ACERO (KG) 897.33 DESPERDICIO 5% 44.87 TOTAL ACERO EN VIGAS (KG) 942.20 05.04.03 VIGAS Eje 3`-3`; entre AyB' ACERO DE REFUERZOFY=4,200 KG/CM2 V-S 101, 201 (0.25*0.50) 1/2" 2 2 17.13 2.00 69.87 139.74 5/8" 2 2 17.69 2.00 111.82 223.64 5/8" 2 2 17.73 2.00 112.08 224.16 5/8" 2 1 1.72 2.00 5.42 10.84 5/8" 2 1 1.66 2.00 5.26 10.52 5/8" 2 3 2.70 2.00 25.60 51.19 3/8" 4 109 1.50 2.00 379.32 758.64 ACERO (KG) 1,418.73 DESPERDICIO 5% 70.94 TOTAL ACERO EN VIGAS (KG) 1,489.67
