The W14 (times 53) column is fixed at its base and free at its top. Determine the
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The W14 \(\times 53\) column is fixed at its base and free at its top. Determine the maximum eccentric load \(P\) that it can support without causing it to buckle or yield. Take \(E_{\mathrm{st}}=\) \(29\left(10^{3}\right) \mathrm{ksi}, \sigma_{Y}=50 \mathrm{ksi}\).
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10 in. P 18 ft
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