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Acero casa
- 1. CALCUL?: APROB?: FACTOR 1/"-(0.25) #2 3/8"- (0.56)#3 1/2"- (1,0)#4 5/8- (1.55)#5 3/4"- (2.24)#6 7/8"- (3.04) #7 1"-(4.0) #8 TOTAL 1 1.1 VC 100 30X30 1,00 5,00 53,26 1,20 319,56 ML VC 101 25X25 1,00 4,00 12,30 1,20 59,04 ML SUBTOTAL 378,60 ML SUBTOTAL 378,60 KGS VC 100 30X30 1,00 532,60 1,00 532,60 ML VC 101 25X25 1,00 123,00 0,80 98,40 ML SUBTOTAL 631,00 ML SUBTOTAL 353,36 KGS SUBTOTAL CIMENTACION 731,96 KGS 2 2.1 COLUMNETAS 17,00 4,00 5,50 374,00 ML SUBTOTAL 374,00 ML SUBTOTAL 374,00 KGS FLEJES 17,00 51,00 0,80 693,60 ML SUBTOTAL 693,60 ML SUBTOTAL 388,416 KGS SUBTOTAL COLUMNETAS 762,42 KGS 3 3.1 VG-101 1,00 4,00 51,96 1,20 249,408 ML VG-102 1,00 4,00 5,70 1,20 27,36 ML VG-103 1,00 4,00 12,30 1,20 59,04 ML SUBTOTAL 59,09 ML SUBTOTAL 276,77 ML SUBTOTAL 33,09 276,77 309,86 KGS VG-101 1,00 519,60 0,80 415,68 ML VG-102 1,00 57,00 0,70 39,90 ML VG-103 1,00 123,00 0,70 86,10 ML SUBTOTAL 541,68 ML SUBTOTAL 303,34 KGS SUBTOTAL VIGAS 613,20 KGS ELEMENTO ESTRUCTURAL CIMENTACION CANTIDAD DE ELEMENTOS VIGAS CIMENTACION FLEJES SUPERESTRUCTURA ENTREPISO ALIGERADO FLEJES VIGAS C?LCULO DE ACERO DE REFUERZO OBRA (PROYECTO): VIVIENDA UNIFAMILIAR URBANA "TUNJA" FECHA: 27/11/2015 CANTIDAD DE VARILLAS LONGITUD DE CORTE LONGITUD EN METROS UND LEIDY PAOLA RAIRAN SANCHEZ
- 2. 3.2 VTA 101 10,00 2,00 1,50 30,00 ML 10,00 2,00 6,00 120,00 ML VTA-102 3,00 2,00 4,20 25,20 ML VTA-A 1,00 1,00 5,55 1,20 6,66 ML SUBTOTAL 175,20 ML SUBTOTAL 6,66 ML SUBTOTAL 98,11 6,66 104,77 KGS SUBTOTAL FLEJES VTA-101 10,00 22,00 0,25 55,00 ML VTA-102 3,00 21,00 0,25 15,75 ML VTA-103 1,00 17,00 0,25 4,25 ML SUBTOTAL 75,00 ML SUBTOTAL 18,75 KGS SUBTOTAL VIGUETAS 123,52 KGS 3.3 ACERO DE RETRACCION ML SENTIDO 1 1,00 24,00 7,20 1,20 207,36 ML SENTIDO 2 1,00 52,00 15,60 1,20 973,44 ML SUBTOTAL 1180,80 295,20 KGS SUBTOTAL ENTREPISO 1031,92 4 4.1 VG-102 1,00 4,00 73,92 295,68 ML SUBTOTAL 295,68 ML SUBTOTAL 295,68 KGS FLEJES 1,00 739,20 0,70 517,44 ML SUBTOTAL 517,44 289,77 KGS 4.2 VIGA CANAL 1,00 43,00 8,60 1,20 443,76 ML SUBTOTAL 792,43 ML FLEJES 1,00 86,00 0,70 60,20 ML SUBTOTAL 240,80 KGS 4.3 PLACA DE TANQUES SENTIDO 1 1,00 SENTIDO 2 1,00 SUBTOTAL SUBTOTAL 5 5.1 BARRAS 1,00 5,00 4,55 22,75 ML SUBTOTAL 40,625 KGS 34.000 P.s.i. 60.000 P.s.i. ESCALERA CUBIERTAS ELEMENTOS ESPECIALES VIGUETAS RECUBRIMIENTO TOTALES ACERO DE REFUERZO