Determine the reactions at the supports. Assume the support at A is fixed and B is a
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Determine the reactions at the supports. Assume the support at A is fixed and B is a roller. Take E = 29(103) ksi. The moment of inertia for each segment is shown in the figure.
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A 2 k/ft IAB= 600 in 4 18 ft Prob. 9-11 BIBC = 300 in 12 ft- 5 k
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