1. Compute the slope and deflection under the 32-kip load at B and D. Reactions are given. I =…

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1. Compute the slope and deflection under the 32-kip load at B and D. Reactions are given. I = 510 in.4 and E = 29,000 kips/in.2. Sketch the deflected shape.

2. The vertical reactions at supports A and D of the indeterminate beam in Figure P7.18 are given. Compute the slope at B and the deflection at C. EI is constant.

 

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