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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.
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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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