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A simply supported beam in Figure Q2 is subjected to a point force of 40 kN at point C. Flexural rigidity of member ABC

A simply supported beam in Figure Q2 is subjected to a point force of 40 kN at point C. Flexural rigidity of member ABC is 2E/ while it is 3E/ for member CD. For the given beam determine the deflection at point B using the virtual work method. 5m 2E1 B 5m U Figure Q2 140 KN 3EI 5m

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