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A truss is provide over an industrial building in the vicinity of Mumbai as shown in fig.

Calculate panel point load for DL, LL and WL to design$ k_1=1.0, k_2=0.98, k_3=1.0 and (C_{pe}-C_{pi}) = 0.8,$ Rise of truss-1/4, Self-weight of purlin-200N/m, and weight of AC sheets-$170N/m^2$ Spacing of truss-3m, Spain of truss=16m,

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