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A truss as shown in fig is used for an industrial shed in Pune. The truss is covered with GI sheet. Calculate panel dead load, live load and wind load.

Design the members $L_o L_1 , L_o L_1 and, U_1 L_1$ and draw the design details assume K1=1, K2=0.98 $(C_{pe} - C_{pi}$)=-0.8

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