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Solve Problem by the moment-area method. EI is constant.Compute the slope and deflection u...

Solve Problem by the moment-area method. EI is constant.

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.

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Solutions For Problems in Chapter 7
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