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(a) Assuming that no loads act in Figure P9.16, compute the reactions if support B is cons...

(a) Assuming that no loads act in Figure P9.16, compute the reactions if support B is constructed 0.48 in. too low. Given: E = 29,000 kips/in.2, I = 300 in.4. (b) If support B settles in. under the applied loads, compute the reactions.

Figure P9.16

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