Consider the structure and applied actions shown in the adjoining figure, which is derived from eTask 3.1 by making joint A fully fised. The frame is subjected to a uniformly distributed load on CD, a change in temperature in AB and support settlement at D. Use the dimensions and load values in the table below, which are identical to eTask 3.1 Analyse the structure for all actions acting applied simultaneously and determine the reactions, member foroes and displacement required in the table below. Enter your answrers in the space provided. Dimensions: L= H= E= 2400000 KN/m? 0.416666667 m 0.083333333m 0.462 m 0.00001 1PC AD t= |SDY Applied actions: 45 KN/m 13.860 C 0.012 m -AT AT= 3Dy= +AT Provide Answer for the follovings to an accuracy of 2.5% Absolute Value Unit Direction Reactions Ax= Ay= Dx= D%3D M= Member Forces Moment in BC at B, Mg= Moment in CD at C, M Shear in CD at C: Veo Shear in BC at B: Vec= Vertical Displacement AB,=