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Compute the vertical and horizontal deflection at B and at the midspan of member CD in Fig...

Compute the vertical and horizontal deflection at B and at the midspan of member CD in Figure P8.38. Consider both axial and bending deformations. Given: E = 29,000 kips/in. 2, I = 180 in. 4, area of column = 6 in. 2, area of girder = 10 in. 2.

Figure P8.38:

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Solutions For Problems in Chapter 8
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