2) A 15-foot tall, beam-column is loaded axially in compression and in flexure with the following loadings D=75 kips L=75 kips and pinned at each end. (Kx & Ky = 1.0) A uniform distributed 3 kip/ft load about the major axis No bending about the minor axis Fy = 50 ksi Assume bracing only at reactions Select a W section adequate to carry the load