Due to a construction error, the support at D has been constructed 0.6 in. to the left of column BD. Using moment distribution, determine the reactions that are created when the frame is connected to the support and the uniform load is applied to member BC. Draw the shear and moment curves and sketch the deflected shape. E = 29,000 kips/in.2 and I = 240 in.4 for all members.
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