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The steel beam ABCD shown in the figure is simply supported at A and supported at B and D by steel cables, each having an effective diameter of 0.5 in and length of 46 in. The second area moment of the beam is /= 1.2 in. A force P = 6000 lbf is applied at point C. Using procedure 2 of Sec. 4-10, determine the stresses in the cables and the deflections at B, C, and D. E B C P 16 in 16 in 16 in The stress in the rod (BE) is. The stress in the rod (σDF) is The value of yB is in. Psi. Psi. The value of yc is The value of yo is 0 in. in. F

Fig: 1