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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(10) ksi. 0.5 k/ft B. 2 k- E ICE = 400 in 8 ft IBC = 400 in 3 k Ipc = 500 in 8 ft LAB=600 in 24 ft 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(10) ksi. 0.5 k/ft B. 2 k- E ICE = 400 in 8 ft IBC = 400 in 3 k Ipc = 500 in 8 ft LAB=600 in 24 ft 12 ft-

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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upya iaws as mey current n in uriting from the publisher. of this mate-i-1 Iin or by any . 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(10) ksi. 0.5 k/ft B 2 k- IBC = 400 in E 8 ft ICE = 400 in 3 k Ipc = 500 in 8 ft LAB= 600 in A 24 ft 12 ft
Transcribed Image Text:upya iaws as mey current n in uriting from the publisher. of this mate-i-1 Iin or by any . 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(10) ksi. 0.5 k/ft B 2 k- IBC = 400 in E 8 ft ICE = 400 in 3 k Ipc = 500 in 8 ft LAB= 600 in A 24 ft 12 ft
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