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Find the panel point for given roof truss for DL, LL and WL and design member AB, AC and BC. The structure is situated in Mumbai industrial area with rise 1/4.

Spacing between the truss is 3 m. Span of truss is 12 m. Self weight of purtin is 220 N/m. Weight of G.I. sheets is 150 N/m$^{2}$. The value of k$_{1}$=0.1, k$_{2}$=0.98, k$_{3}$=1.0 and (C$_{de}$-C$_{pi}$)=-0.3.

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