2. Determine the reactions and draw the shear and bending moment diagrams for the beams shown if the support settlements of 10 mm at A, 65 mm at C, 40 mm at E, and 25 mm at G. 635 KN 572.5 kN/m Gl0 KN/m A 3 m –3 m - - 4 m E= 200 GPa | = 213(10°) mm² determine the support reactions using 3- moment equations.

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