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QUESTION 1 The uniform frame (EX throughout 210 kN/m2) with nodes A, B, C, D, E, F and G is connected through a hinge connection at point G with the ground beam GH as shown in Figure 1. For the specified loading: (a) Determine the bending moments at all the supports and draw the bending moment diagram for the whole structure. (b) Calculate the vertical reaction at A and horizontal reaction at D together with the deflected shape. F 6m 10KN 30KN 20KN/m 8KN/m C 4m A B G E 10m 10KN/m D 3m 2m 2m 10m 10m