A three member frame consists of a vertical member AB, 5m long and horizontal members BC and CD each 6m long, with C and D to the right of B. The frame is fixed at A and pinned at C and D. Member AB carries a load varying uniformly from 6kN/m at A to zero B which is acting to the right. Member BC has a concentrated vertical downward load of 42kN at 4m from B. Member BC carries a uniform downward load of 4kN-m. Determine the moments at A, B and C. Assume E to be constant and IAB =31, IBC = 41 and ICD = 51.

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