Solve Problem P7.12 by the conjugate beam method.
Problem 7.12
Compute the slopes of the beam in Figure P7.12 on each side of the hinge at B, the
deflection of the hinge, and the maximum deflection in span BC. The elastomeric support at C acts as a roller. Solve by the moment-area method. Unless noted otherwise, EI is a constant for all members. Answers may be expressed in terms of EI unless otherwise noted.
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