Due to a construction error, the support at \(D\) has been constructed 0.6 in. to the left of column \(B D\). 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 \(B C\). Draw the shear and moment curves and sketch the deflected shape. \(E=29,000 \mathrm{kips} / \mathrm{in} .{ }^{2}\) and \(I=240 \mathrm{in} .{ }^{4}\) for all members.

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A 18' 0.6 D B 2 kips/ft -12 12'