Check if a column can safely support an axial force of The column is 20 ft long and is

Chapter 13, Problem 13-86

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Check if a \(\mathrm{W} 10 \times 39\) column can safely support an axial force of P = 250 kip. The column is 20 ft long and is pinned at both ends and braced against its weak axis at mid-height. It is made of steel having \(E=29\left(10^{3}\right)\) ksi and \(\sigma_{Y}=50\) ksi. Use the AISC column design formulas.

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