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Determine the moments at each joint of the frame, then draw the shear, bending moment and axial force diagrams for member BCE. Assume B, C, and E are fixed connected and A and D are pins. E = 29(103) ksi. Use MDM up to 4 cycles only. 2.5 k/ft 3 k E ICE= 400 in* IBc = 400 in* C 8'ft 5k Ipc= 600 in* 8'ft |LAB = 600 in* |A %3D D 24 ft 12 ft -

Determine the moments at each joint of the frame, then draw the shear, bending moment and axial force diagrams for member BCE. Assume B, C, and E are fixed connected and A and D are pins. E = 29(103) ksi. Use MDM up to 4 cycles only. 2.5 k/ft 3 k E ICE= 400 in* IBc = 400 in* C 8'ft 5k Ipc= 600 in* 8'ft |LAB = 600 in* |A %3D D 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
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Problem 4: Determine the moments at each joint of the frame, then draw the shear, bending moment and axial force diagrams for member BCE. Assume B, C, and E are fixed connected and A and D are pins. E = 29(103) ksi. Use MDM up to 4 cycles only. 2.5 k/ft B. 3 k- IBC = 400 in C E ICE = 400 in 8'ft 5k- Ipc= 600 in* 8'ft LAB = 600 in* A 24 ft- 12 ft
Transcribed Image Text:Problem 4: Determine the moments at each joint of the frame, then draw the shear, bending moment and axial force diagrams for member BCE. Assume B, C, and E are fixed connected and A and D are pins. E = 29(103) ksi. Use MDM up to 4 cycles only. 2.5 k/ft B. 3 k- IBC = 400 in C E ICE = 400 in 8'ft 5k- Ipc= 600 in* 8'ft LAB = 600 in* A 24 ft- 12 ft
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