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

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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