The W12 * 22 wide-flange A-36 steel column is fixed at its
Chapter 13, Problem 13-113(choose chapter or problem)
The W12 X 22 wide-flange A-36 steel column is fixed at its bottom and free at its top. Determine the greatest eccentric load P that can be applied using Eq. 13–30 and the AISC equations of Sec. 13.6.
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