Do not round intermediate calculations. Give your final answer(s) to three significant figures. The line of action of the 60-kip axial load is parallel to the geometric axis of the column A B and intersects the x axis at x = 0.5 in. Using E = 29 x 10 psi, determine (a) the horizontal deflection of the midpointC of the column, (b) the maximum stress in the column. 0.5 in.? 60 kips 22 ft W8 × 31 60 kips