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If the horizontal displacement of joint B of the frame in Figure P8.40 is not to exceed 0....

If the horizontal displacement of joint B of the frame in Figure P8.40 is not to exceed 0.36 in., what is the required I of the members? Bar CD has an area of 4 in. 2, and E = 29,000 kips/in. 2. Consider only the bend­ing deformations of members AB and BC and the axial deformation of CD.

Figure P8.40:

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Solutions For Problems in Chapter 8
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