12-18. Determine the moments at each joint of the frame, then draw the moment diagram for member BCE. Assume B, C, and E are fixed connected and A and D are pins. E = 29(10³) ksi. 2 k- 8'ft 3k- 8'fl 0.5 k/[t IBC-400 in C Inc=500 in LAB-600 in 24 ft. ICE = 400 in D 12 ft.
12-18. Determine the moments at each joint of the frame, then draw the moment diagram for member BCE. Assume B, C, and E are fixed connected and A and D are pins. E = 29(10³) ksi. 2 k- 8'ft 3k- 8'fl 0.5 k/[t IBC-400 in C Inc=500 in LAB-600 in 24 ft. ICE = 400 in D 12 ft.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Solve the given problem in the image using MOMENT DISTRIBUTION METHOD.
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