Rigid bar BFCD is pinned at C and supported by steel bar AB at B and aluminum bar DE at D. A concentrated load P is applied to the rigid bar at F. Compute the Load P when the downward deflection at F = 0.6 mm. The aluminum bar DE has a cross-sectional area A = 900 mm^2 and a modulus of elasticity E = 70 GPa. The steel bar AB has a cross-sectional area A = 650 mm^2 and a modulus of elasticity E = 200 GPa.