6. Determine the resultant internal loadings acting on the cross sections through points C and D. The support reactions are assumed to be vertical. Answer: Vp = 0, M, = 54 kip-ft 9 kip/ ft 9 kip/ ft 3 ft 6 ft
6. Determine the resultant internal loadings acting on the cross sections through points C and D. The support reactions are assumed to be vertical. Answer: Vp = 0, M, = 54 kip-ft 9 kip/ ft 9 kip/ ft 3 ft 6 ft
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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