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please solve. 4. Calculate the allowable axial compressive load for a W12 x 40 structural steel column having a 12-in-by % in steel plate bolted

please solve.

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4. Calculate the allowable axial compressive load for a W12 x 40 structural steel column having a 12-in-by % in steel plate bolted to each flange. The unbraced length is 30 feet. The ends are pin-connected. Use Fy=36 Ksi. [30 Points] PL = 12 X W/ 12 X 4O X- X 30 A PL - 12 x5 section A - A

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