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ROOF MATERIAL: Steel Sheet, flat galvanized, 1mm thick ordinary flat, pitchedand curved Assumed: Gk: 0.082 Qk: 0.96 (1.4xGk) + (1.6xQk) = 1.65

SQUACH-Column Load Calc

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Sheet1ROOFMATERIAL: Steel Sheet, flat galvanized, 1mm thick ordinary flat, pitchedand curved roofColumnLength(m)Width(m)Area(m2)Load(kN)Assumed:R13.804.2514.9924.75Gk:R23.806.0522.9537.880.082R33.805.4020.4933.83R45.755.4031.0151.19Qk:R55.7510.2959.1397.610.96R63.805.4020.5133.85R73.806.0522.9637.91(1.4xGk) + (1.6xQk) =R83.804.2516.1326.631.65

Sheet2SECOND FLOOR

MATERIAL: Concrete Slab (stone agregate) solid 75mm thick catwalk for maintenace excessColumnLength(m)Width(m)Area(m2)Load(kN)Assume:R13.804.2515.0085.54Gk:R23.806.0522.96130.961.88R33.804.2516.1392.03R45.754.2524.40139.20Qk:R55.7510.2959.13337.261.92R63.874.2516.4593.82R73.876.0523.41133.51(1.4xGk) + (1.6xQk) =R83.874.2516.4493.805.70

Sheet3GROUND FLOOR

MATERIAL: Concrete Slab (stone agregate) solid150mm thick Corridors, First Floors and Squash CourtColumnLength(m)Width(m)Area(m2)Load(kN)Assume:R10.000.00Gk:R20.000.003.54R30.000.00R40.000.00Qk:R50.000.004.79R60.000.00R70.000.00(1.4xGk) + (1.6xQk) =R80.000.0012.62