A column of 22.5-ft effective length must carry a centric
Chapter 10, Problem 10.78(choose chapter or problem)
A column of 22.5-ft effective length must carry a centric load of 288 kips. Using allowable stress design, select the wide-flange shape of 14-in. nominal depth that should be used. Use \(\sigma_{Y}=50 \mathrm{ksi} \text { and } E=29 \times 10^{6} \mathrm{psi}.
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