Determine the moments at each support, then draw the moment diagram. Assume A is fixed. EI is
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12 k 4 k/ft [A -20 ft- -15 ft|-8 ft-8 ft-|
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M BC 2EI 15 2 B C 0 0 M CB 2EI 15 2 C B 0 0 M CD 3EI 16 C 0 31216 1...View the full answer
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