Select the lightest W10 (A992 steel) compression member to support unfactored design loads PD = 180-kips and PL = 205-kips placed with a 4-inch eccentricity with respect to the x-axis. The member is 14-ft long and is laterally supported only at its supports. Assume Cb = 1.0, Kx = Ky = 1 (pinned connection for both ends). Ignore the second-order effect in this design