Compute the reactions, draw the shear and moment curves, and locate the point of maximum deflection for the beam in Figure P9.1. EI is constant.

(a) Solve Problem P9.1 for the loading shown if support C settles 0.25 in. when the load is applied. Use moment at support A as the redundant. Given: E = 30,000 kips/in. 2 and I = 320 in. 4 . (b) Using RISA-2D, compare the result if I = 640 in.




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