Question Consider the uniformly loaded (w = 110 lbf/in), simply supported steel beam with an overhang as shown. The second area moment of the beam is /= 0.04 in4, and the lengths are L=12 in and a = 3 in. Use superposition (with Table A-9 and the results of Problem 4-20) to determine the reactions and the deflection at the midpoint between the supports and at point C