The steel rod is stress-free before the axial loads P1 = 150 kN and P2 = 90 kN are applied to the rod. Assuming that the walls are rigid, calculate the axial force in each segment after the loads are applied. Use E = 200 GPa. Segment AB: A = 900 mm^2, L = 500 mm; Segment BC: A = 2000 mm^2, L = 250 mm; Segment CD: A = 1200 mm^2, L = 350 mm.