1. Analyze the beam in Figure P11.21 by the moment distribution method. Determine all reactions and draw the moment and shear curves for beam ABCDE; EI is constant
2. Analyze the beam in Figure P11.22. In addition to the 16-kip load, support A also rotates clockwise by 0.001 rad and support B settles 1/2 in. Determine the reactions and draw the shear and moment curves for the beam. Given: E = 30,000 kips/in.2 and I = 600 in.4
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