The member sizes shown for the moment frame illustrated have been determined to be adequate for lateral loads. The material for both columns and girders is ASTM A992 and the column is fixed at the base about the x-x axis of the column. Assume Fy=! 65 ksi. Determine the ASD allowable strength for column AB? 50 ksi & F, = L-35 ft W24x55 L-35 ft W18x50 C W14x52 L=14 B W14-82 L-14 R L-35 ft Webs of columns and girders are in the plane of the frame. W24x55 L-35 ft