V. Three rods, each with an area of 300 mm^2, jointly support the load of 20 kN, as shown. Assuming there was no slack or stress in the rods before the load was applied, find the stress in each rod. Here, Es = 200 GPa and Eb 83 GPa Steel L=3m Bronze 30 Bronze 30 L= 3.464m D 10 kN