The W14 \(\times 22\) structural A-36 steel column is fixed at its top and bottom. If a horizontal load (not shown) causes it to support end moments of \(M=10 \mathrm{kip} \cdot \mathrm{ft}\), determine the maximum allowable axial force \(P\) that can be applied. Bending is about the \(x-x\) axis. Use the AISC equations of Sec. 13.6 and Eq. 13-30.

Transcribed Image Text:

-M y X 12 ft M P