(a) Determine the reactions and draw the shear and moment curves for the beam in Figure P9.14. Given: EI is constant, E = 30,000 kips/in.2, and I = 288 in4. (b) Repeat the computations if, in addition to the applied loads, support B settles 0.5 in. and support D settles 1 in.
Figure P9.14:
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