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Calculo de Acero Miguel

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CALCULO DE ACERO ESTRUCTURAL 1RO Y 2DO PISO

DESCRIPCIÓN ACERO REFUERZO KG


# long Ø 6mm 1/4" 8mm 3/8" 12mm 1/2"

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

SUB TOTAL (ML) 0.00 0.00 0.00 0.00 0.00 0.00


FACTOR K 0.22 0.25 0.40 0.56 0.89 0.99
SUB TOTAL (KG) 0.00 0.00 0.00 0.00 0.00 0.00
VARILLAS X9M 0.00 0.00 0.00 0.00 0.00 0.00

COLUMNA (PLANTA NIVEL 1)


C1
LONGITUDINAL 44.00 4.53 3/4
LONGITUDINAL 88.00 4.53 5/8
ESTRIBO 330.00 1.70 3/8 561.00
C2
LONGITUDINAL 12.00 4.53 3/4
LONGITUDINAL 12.00 4.53 5/8
ESTRIBO 90.00 1.20 3/8 108.00
C3
LONGITUDINAL 20.00 4.53 3/4
LONGITUDINAL 40.00 4.53 5/8
ESTRIBO 150.00 2.20 3/8 330.00
C4
LONGITUDINAL 44.00 4.53 1/2 199.32
ESTRIBO 330.00 1.20 3/8 396.00
C5
LONGITUDINAL 4.00 4.53 3/4
LONGITUDINAL 8.00 4.53 5/8
ESTRIBO 30.00 2.10 3/8 63.00

COLUMNA (PLANTA NIVEL 2)


C1
LONGITUDINAL 132.00 2.95 5/8
ESTRIBO 242.00 1.70 3/8 411.40
C2
LONGITUDINAL 24.00 2.95 5/8
ESTRIBO 66.00 1.20 3/8 79.20
C3
LONGITUDINAL 60.00 2.95 5/8
ESTRIBO 110.00 2.20 3/8 242.00
C4
LONGITUDINAL 44.00 2.95 1/2 129.80
ESTRIBO 242.00 1.20 3/8 290.40
C5
LONGITUDINAL 12.00 2.95 5/8
ESTRIBO 22.00 2.10 3/8 46.20

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

ALIGERADO 1ER PISO


Acero Positivo 20.00 18.50 5/8
Acero negativo 20.00 18.50 5/8
Acero de Temperatura 4.00 19.50 5/8
Acero de Temperatura 2.00 21.53 5/8

ALIGERADO 2DO PISO 20.00 18.50 1/2 370.00


Acero Positivo 20.00 18.50 1/2 370.00
Acero negativo 4.00 19.50 1/2 78.00
Acero de Temperatura 2.00 21.53 1/2 43.06
Acero de Temperatura

SUB TOTAL (ML) 0.00 0.00 0.00 0.00 0.00 861.06


FACTOR K 0.22 0.25 0.40 0.56 0.89 0.99
SUB TOTAL (KG) 0.00 0.00 0.00 0.00 0.00 855.89
VARILLAS X9M 0.00 0.00 0.00 0.00 0.00 95.67

MURO SOTANO
149.12 4.19 1/2 624.81

SUB TOTAL (ML) 0.00 0.00 0.00 0.00 0.00 624.81


FACTOR K 0.22 0.25 0.40 0.56 0.89 0.99
SUB TOTAL (KG) 0.00 0.00 0.00 0.00 0.00 621.06
VARILLAS X9M 0.00 0.00 0.00 0.00 0.00 69.42

RESUMEN POR UND DE VARILLA

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

1,096.64 0.00 0.00


1.55 2.24 3.97
1,701.99 0.00 0.00
121.85 0.00 0.00
TOTAL 1,701.99

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

861.06 0.00 0.00


1.55 2.24 3.97
1,336.37 0.00 0.00
95.67 0.00 0.00
TOTAL 2,192.26

0.00 0.00 0.00


1.55 2.24 3.97
0.00 0.00 0.00
0.00 0.00 0.00
TOTAL 621.06

TOTAL KG 11,549.74

D DE VARILLA

CANT
41.00
466.00
238.00
421.00

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