Draw the shear and moment diagrams for beam

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Reference no: EM131513719

Question: 1. (a) Compute the reactions in Figure P9.42. For all members, E = 4000 ksi and I = 1000 in.4. Spring CD has a stiffness of 5 kips/in.

(b) Compute the vertical deflection of joint B. (c) Recompute the reaction at C if joint A settles by 0.5 in.

2467_9.42.png

2. Determine all reactions and draw the shear and moment diagrams for beam BC in Figure P9.43. Assume member AB has 2EI while BC has EI.

804_9.43.png

Reference no: EM131513719

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