Question: Problem 3 : Consider a 3 5 ft axially loaded W 1 2 X 6 5 column that has the bracing and end support conditions

Problem 3: Consider a 35 ft axially loaded W12 X 65 column that has the bracing and end support conditions shown in the figure below. Determine the LRFD design compressive strength, and the ASD allowable compressive strength. Assume Fy =50 ksi .
Problem 3 : Consider a 3 5 ft axially loaded W 1

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