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Compute the vertical displacement of joints B and C for the frame shown in Figure P8.30. G...

Compute the vertical displacement of joints B and C for the frame shown in Figure P8.30. Given: I = 360 in. 4, E = 30,000 kips/in. 2. Consider only flexural deformations.

Figure P8.30:

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Solutions For Problems in Chapter 8
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