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

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

Compute the horizontal displacement of joint B in Figure P7.28. The moment diagram produced by the 12-kip load is given. The base of the columns at points A and E may be treated as fixed supports. Hint: Begin by sketching the deflected shape, using the moment diagrams to establish the curvature of members. Moments in units of kip · ft.

Figure P7.28:

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Solutions For Problems in Chapter 7
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