1. Analyze the frame in Figure P10.27. Note that support D can translate in the horizontal direction only. Compute all reactions and draw the shear and moment curves. Given: E = 29,000 ksi and I = 100 in.4.
2. Analyze the frame in Figure P10.28. Notice that sidesway is possible because the load is unsymmetric. Compute the horizontal displacement of joint B. Given: E = 29,000 kips/in.2 and I = 240 in.4 for all members.
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