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1. For the continuous beam (EI constant) loaded as shown in the figure given, the moment at 'B' is
(A): 0.75 times free moment at mid-span of AB
(B): same as the free moment at mid-span of AB
(C): 1.50 times free moment at mid-span of AB
(D): 2.00 time free moment at mid-span of AB
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