01 Planilla De Aceros
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PLANILLA DE ACEROS DIÁMETRO φ6
PESO kg/m
1
2
3
4
5
NÚMERO DE BARRAS 6 7
8
9
10
11
12
0.22
0.22
0.44
0.66
0.88
1.10
1.32
1.54
1.76
1.98
2.20
2.42
2.64
φ8
0.4
0.40
0.80
1.20
1.60
2.00
2.40
2.80
3.20
3.60
4.00
4.40
4.80
φ 10
0.62
0.62
1.24
1.86
2.48
3.10
3.72
4.34
4.96
5.58
6.20
6.82
7.44
φ12
0.89
0.89
1.78
2.67
3.56
4.45
5.34
6.23
7.12
8.01
8.90
9.79
10.68
φ14
1.21
1.21
2.42
3.63
4.84
6.05
7.26
8.47
9.68
10.89
12.10
13.31
14.52
φ16
1.58
1.58
3.16
4.74
6.32
7.90
9.48
11.06
12.64
14.22
15.80
17.38
18.96
φ20
2.47
2.47
4.94
7.41
9.88
12.35
14.82
17.29
19.76
22.23
24.70
27.17
29.64
φ25
3.85
3.85
7.70
11.55
15.40
19.25
23.10
26.95
30.80
34.65
38.50
42.35
46.20
φ32
6.31
6.31
12.62
18.93
25.24
31.55
37.86
44.17
50.48
56.79
63.10
69.41
75.72
φ40
9.87
9.87
19.74
29.61
39.48
49.35
59.22
69.09
78.96
88.83
98.70
108.57
118.44
PLANILLA DE CÁCUCULO DE ACEROS DIÁMETRO DISTRIBUCIÓN CANTIDAD
LONGITUD (M) UNITARIA TOTAL
PESO kg/m
TOTAL kg
φ25
12 φ25
12
1.0000
12.00
3.85
46.20
φ12
φ12 c/20
5
2,3562
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.89
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 46.20
kg
4.00
m³
Volumen del Elemento de Hormigón: CUANTÍA:
12
kg/m³
PESO kg/m
1
2
3
4
5
NÚMERO DE BARRAS 6 7
8
9
10
11
12
0.22
0.22
0.44
0.66
0.88
1.10
1.32
1.54
1.76
1.98
2.20
2.42
2.64
φ8
0.4
0.40
0.80
1.20
1.60
2.00
2.40
2.80
3.20
3.60
4.00
4.40
4.80
φ 10
0.62
0.62
1.24
1.86
2.48
3.10
3.72
4.34
4.96
5.58
6.20
6.82
7.44
φ12
0.89
0.89
1.78
2.67
3.56
4.45
5.34
6.23
7.12
8.01
8.90
9.79
10.68
φ14
1.21
1.21
2.42
3.63
4.84
6.05
7.26
8.47
9.68
10.89
12.10
13.31
14.52
φ16
1.58
1.58
3.16
4.74
6.32
7.90
9.48
11.06
12.64
14.22
15.80
17.38
18.96
φ20
2.47
2.47
4.94
7.41
9.88
12.35
14.82
17.29
19.76
22.23
24.70
27.17
29.64
φ25
3.85
3.85
7.70
11.55
15.40
19.25
23.10
26.95
30.80
34.65
38.50
42.35
46.20
φ32
6.31
6.31
12.62
18.93
25.24
31.55
37.86
44.17
50.48
56.79
63.10
69.41
75.72
φ40
9.87
9.87
19.74
29.61
39.48
49.35
59.22
69.09
78.96
88.83
98.70
108.57
118.44
PLANILLA DE CÁCUCULO DE ACEROS DIÁMETRO DISTRIBUCIÓN CANTIDAD
LONGITUD (M) UNITARIA TOTAL
PESO kg/m
TOTAL kg
φ25
12 φ25
12
1.0000
12.00
3.85
46.20
φ12
φ12 c/20
5
2,3562
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.89
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 46.20
kg
4.00
m³
Volumen del Elemento de Hormigón: CUANTÍA:
12
kg/m³
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