The W8 (times 15) wide-flange A-36 steel column is assumed to be pinned at its top and

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The W8 \(\times 15\) 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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Mechanics Of Materials

ISBN: 9783540245568

11th Edition

Authors: Russell C. Hibbeler

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