A compound beam ABCD has a fixed support at A, a pinned support at B, a hinge at C and a roller support at D. It is supporting the load as shown in Figure Q1. Consider L = 5 m and El is constant for the entire beam. w kN/m C aL 3m Figure Q1 w (kN/m) = 15 a = 0.75 Calculate the support reactions for span CD

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