1. Determine the flexural stiffness of the beam in Figure P7.35 (see Example 7.16 for criteria)…

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1. Determine the flexural stiffness of the beam in Figure P7.35 (see Example 7.16 for criteria) for (a) moment applied at A and (b) moment applied at C. E is constant.

2. Compute the deflection and the slopes on both sides of the hinge at B in Figure P7.36. EI is constant.

 

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