acero de vigas

Partida Descripción

Acero Fy= 4,200Kg/cm2

Ø

CANT.1/4" 3/8" 1/2" 5/8" 3/4"

PISOS0.25 0.58 1.02 1.58 2.28

N°Veces

Cant.Elem

Longc/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

9.84 5/8" 4 5 10.34 2.00 326.87

0.15 0.35 5/8" 4 3 4.06 2.00 76.98

3/8" 4 68 1.80 2.00 283.97

ACERO (KG)

DESPERDICIO 5%

TOTAL ACERO EN VIGAS (KG)

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

6.80 5/8" 1 3 3.35 2.00 15.88

0.25 0.25 5/8" 1 2 1.92 2.00 6.07

5/8" 1 2 4.25 2.00 13.43

3/4" 1 2 9.34 2.00 85.18

3/4" 1 2 7.00 2.00 63.87

3/8" 4 59 1.80 2.00 246.38

ACERO (KG)

DESPERDICIO 5%

TOTAL ACERO EN VIGAS (KG)

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

5/8" 2 2 17.69 2.00 111.82

5/8" 2 2 17.73 2.00 112.08

5/8" 2 1 1.72 2.00 5.42

5/8" 2 1 1.66 2.00 5.26

5/8" 2 3 2.70 2.00 25.60

3/8" 4 109 1.50 2.00 379.32

ACERO (KG)

DESPERDICIO 5%

TOTAL ACERO EN VIGAS (KG)

Partida Descripción

Acero Fy= 4,200Kg/cm2

Ø

CANT.1/4" 3/8" 1/2" 5/8" 3/4"

PISOS0.25 0.58 1.02 1.58 2.28

N°Veces

Cant.Elem

Longc/elem

TotalKg

142.80

653.74

153.96

567.94

1,518.43

75.92

1,594.35

35.70

31.76

12.13

26.86

170.36

127.75

492.77

897.33

44.87

942.20

139.74

223.64

224.16

10.84

10.52

51.19

758.64

1,418.73

70.94

1,489.67

TotalKg