Calculo de Acero Miguel
Calculo de Acero Miguel
Calculo de Acero Miguel
ZAPATA
Z1 LADO A 44.00 1.40 5/8
LADO B 56.00 1.00 5/8
Z2 LADO A 10.00 1.00 5/8
LADO B 10.00 1.00 5/8
Z3 LADO A 39.00 1.00 5/8
LADO B 30.00 1.40 5/8
Z4 LADO A 40.00 3.00 5/8
LADO B 60.00 2.00 5/8
Z5 LADO A 33.00 1.00 5/8
LADO B 20.00 1.65 5/8
Z6 LADO A 186.30 1.40 5/8
LADO B 14.00 18.63 5/8
Z7 LADO A 25.20 1.00 5/8
LADO B 10.00 2.52 5/8
VIGAS
V100
LONGITUDINAL 24.00 18.95 5/8
LONGITUDINAL 8.00 18.95 1/2
ESTRIBO 393.00 1.50 3/8 589.50
V101
LONGITUDINAL 32.00 11.96 5/8
LONGITUDINAL 8.00 11.96 1/2 95.68
ESTRIBO 253.20 1.60 3/8 405.12
V103
LONGITUDINAL 12.00 18.95 1/2 227.40
ESTRIBO 196.50 1.00 3/8 196.50
VT
LONGITUDINAL 4.00 11.96 5/8
ESTRIBO 126.60 0.50 3/8 63.30
SUB TOTAL (ML) 0.00 0.00 0.00 3,781.62 0.00 652.20
FACTOR K 0.22 0.25 0.40 0.56 0.89 0.99
SUB TOTAL (KG) 0.00 0.00 0.00 2,117.71 0.00 648.29
VARILLAS X9M 0.00 0.00 0.00 420.18 0.00 72.47
MURO SOTANO
149.12 4.19 1/2 624.81
ACERO UNID
3/4 VAR
5/8 VAR
1/2 VAR
3/8 VAR
5/8" 3/4" 1"
61.60
56.00
10.00
10.00
39.00
42.00
120.00
120.00
33.00
33.00
260.82
260.82
25.20
25.20
199.32
398.64
54.36
54.36
90.60
181.20
18.12
36.24
389.40
70.80
177.00
35.40
454.80
382.72
47.84
2,228.40 362.40 0.00
1.55 2.24 3.97
3,458.48 809.96 0.00
247.60 40.27 0.00
TOTAL 7,034.43
370.00
370.00
78.00
43.06
TOTAL KG 11,549.74
D DE VARILLA
CANT
41.00
466.00
238.00
421.00