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

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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