Computos perfiles metalicos
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Cómputos Métricos Estructura en perfiles metálicos HEB 360 9 columnas x 6 m = 54m 54 m x 142 kg/m = 7668 kg HEA 160 Vigas 5,00 m - 0.06m - 0.18 m = 4.76m 4.76 m x 12 Vigas = 57.12 m Cerchas ? 1 => √ 1 2 +4.76 2 =4.86 4,76 4.86m x 6 cerchas completas = 29.16 m 4.86m -0.15m = 4.71 m / 2 = 2.36 m x 12 piezas = 28.26 m ∑ HEA 160=28.56 m+29.16 +28.26=85.98 m 85.98 m x 30.40 kg/m = 2613.79 kg
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Computos perfiles metalicos HEA - HEB
Transcript of Computos perfiles metalicos
Cómputos Métricos
Estructura en perfiles metálicos
HEB 360
9 columnas x 6 m = 54m
54 m x 142 kg/m = 7668 kg
HEA 160
Vigas
5,00 m - 0.06m - 0.18 m = 4.76m
4.76 m x 12 Vigas = 57.12 m
Cerchas
?
1 => √12+4.762=4.86
4,76
4.86m x 6 cerchas completas = 29.16 m
4.86m -0.15m = 4.71 m / 2 = 2.36 m x 12 piezas = 28.26 m
∑ HEA 160=28.56m+29.16+28.26=85.98m
85.98 m x 30.40 kg/m = 2613.79 kg
HEA 400
5.00 m - 0.06 m - 0.18 m =4.76 m
4.76 m x 12 vigas = 57.12 m
57.12 m x 125 kg/m = 7140 kg
HEA 260
5.00 m – 0.05 m – 0.05 m = 4.90 m
4.90 m x 20 correas = 98.00 m
98 m x 68.2 kg/m = 6683.60 kg
LOSACERO calibre 18
10 m x 0.15 m x 0.15 m = 10.30 m
10.30 m x 10.30 m = 106.09 m2
106.09 m2 x 12.60 kg/m2 = 1336.73 kg