For the simply supported beam given below, use Castigliano's 2nd Theorem to calculate the slope at D and displacements at E and C. With Virtual Work find the displacement at B and slope at E. Note the different I values along the member length B 15 kips 2.9 kips/ft A D I 31 E 41 C 21 12 ft 8 ft 9A жин 40 ft

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