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Question: for the beams below use the slopedeflection method to solve...

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For the beams below, use the Slope-Deflection Method to solve for member end moments and, then, compute reactions and sketch the moment diagrams. In all cases, assume that El is constant. 1. Assume that the support at B is a roller and A and C are fixed. 6 k 0.5 k/ft 18 ft 2. Assume that the support at A is fixed, B and C are rollers, and D is a pirn. 6 k 6k 3 k/ft
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