The W12 (times 50) wide-flange A-36 steel column is fixed at its bottom and free at its
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The W12 \(\times 50\) 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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