The W8 * 15 wide-flange A-36 steel column is assumed to be
Chapter 13, Problem 13-107(choose chapter or problem)
The W8 X 15 wide-flange A-36 steel column is assumed to be pinned at its top and bottom. Determine the largest eccentric load P that can be applied using Eq. 13–30 and the AISC equations of Sec. 13.6.
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