Question: Problem 2 . ( 3 0 points ) . Determine the LRFD design strength of a 2 8 ft axially loaded W 1 2 9

Problem 2.(30 points). Determine the LRFD design strength of a 28 ft axially loaded W12
96 column that has the bracing and end support conditions shown in the figure below using (a)
Table 4-14, and (b) using Table 4-1a of the AISC Manual. Assume Fy=50ksi.
Problem 2 . ( 3 0 points ) . Determine the LRFD

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