ramada

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Section Weigth No Length Weigth Weigth Section Weigth No Length Kg/ft ft kG Ton Kg/ft ft Proposed Provided C6X13 5.90 5 205.0833 6046.143 6.05 C6x6.25 6.25 5 205.0833 C6X8.2 3.72 22 36.0833 2952.416 2.952 C6X4.75 4.75 22 36.0833 C4X5.4 2.45 68 11.2552 1874.522 1.875 C4X2.6 2.60 68 11.2552 C4X5.4 REPERS 2.45 32 205.0833 16073.44 16.073 C4X2.6 REPERS 2.60 32 205.0833 L3x3x3/8 3.25 7 62.90606 1432.005 1.432005 L3x3x3/8 3.25 7 59.90606 L2.5x2.5x3/16 1.39 7 32.9895 320.5015 0.320502 L2.5x2.5x3/16 1.39 7 32.9895 Total 28.70 Main Turss Load Calc Main Turss Load Cals

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Page 1: Ramada

Section Weigth No Length Weigth Weigth Section Weigth No Length Weigth WeigthKg/ft ft kG Ton Kg/ft ft kG Ton

Proposed ProvidedC6X13 5.90 5 205.0833 6046.143 6.05 C6x6.25 6.25 5 205.0833 6408.853 6.41C6X8.2 3.72 22 36.0833 2952.416 2.952 C6X4.75 4.75 22 36.0833 3770.705 3.771C4X5.4 2.45 68 11.2552 1874.522 1.875 C4X2.6 2.60 68 11.2552 1989.919 1.990C4X5.4 REPERS 2.45 32 205.0833 16073.44 16.073 C4X2.6 REPERS 2.60 32 205.0833 17062.93 17.063

L3x3x3/8 3.25 7 62.90606 1432.005 1.432005 L3x3x3/8 3.25 7 59.90606 1363.712 1.363712L2.5x2.5x3/16 1.39 7 32.9895 320.5015 0.320502 L2.5x2.5x3/16 1.39 7 32.9895 320.5015 0.320502

Total 28.70 Total 30.92

Main Turss Load Calc

Main Turss Load Cals