Let the left end A and the right end B. Let w = the weight of the full beam. 0 = -(w/2)*(L/4) - (w)*(L/2) + Fa*L Fa = [(w/2)*(L/4) + (w)*(L/2)]/L = w/8 + w/2 = 5/8*w = 5/8*m*g = 5/8*1800*9.81 Fa = 11036.25 N Fa + Fb = w Fb = w - Fa = 1.8*(1800*9.81) - 11036.25 Fb = 20748.15 N