Solve the problem by the moment-area method. All beams have constant flexural rigidity El. The simple beam AB shown in t
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Solve the problem by the moment-area method. All beams have constant flexural rigidity El. The simple beam AB shown in t
Solve the problem by the moment-area method. All beams have constant flexural rigidity El. The simple beam AB shown in the figure supports two equal concentrated loads p-one acting downward and the other upward. LL 1 Determine the angle of rotation BA at the left-hand end, the deflection 8, under the downward load, and the deflection 82 at the midpoint of the beam. (Enter the magnitudes. Use the following as necessary: a, E, I, L, and P.) PA -
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