B REL2 AL3 A bar ABC which partially carries a uniform load of W = 15 kN/m is being supported by two cables BE and CF. The segments of the bar have lengths: L1 = 1 m, L2 = 2 m, and L3 = 1 m. Take note the vertical cable has a length of H = 2 m Properties of cable BE: A = 20 sq mm. E = 100 GPa Properties of cable CF: A = 50 sq. mm. E = 90 GPa Determine the following: A Tension of cable BE = N B. Tension of CE = N C. Stress of cable BE = MPa D. Stress of cable CF = MPa E. Change in length of BE = mm F. Change in length of CF = mm G. Vertical deflection of point B = mm H Vertical deflection