Question: Question 2 : ( 2 0 points ) Compute the LRFD design strength of a 2 4 ft long column that has the crosssection shown

Question 2: (20 points)
Compute the LRFD design strength of a 24 ft long column that has the crosssection shown in the figure below. Assume Fy \(=50\mathrm{ksi}\). Check local buckling.
Question 2 : ( 2 0 points ) Compute the LRFD

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