$01$Using AISC Specification Section H$2,$ determine if an ASTM A$992$ W$14$x$99$ has sufficient available strength to support the axial forces and moments listed as follows, obtained from a second$-$order analysis that includes P$-$ & effects. The unbraced length is $14$ ft$.$ and the member has pinned ends. The example is included primarily to illustrate the use of AISC Specification Section H$2.$LRFDPu$=350$ kipsMux $=225$ kip$-$ftMuy $=70$ kip$-$ftASDPa $=220$ kipsMax$=156$ kip$-$ftMay $=52\mathrm{.}6$ kip$-$ft