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*8-20. Determine the slope and the displacement at the end C of the beam. E = 200 GPa, I = 70(106) mm¹. Use the moment-area theorems. - Como o 8-21. Solve Prob. 8-20 using the conjugate-beam method. A 3 m- 8 kN D + 3 m BQ +3m Probs. 8-20/21 4 kN C 4

*8-20. Determine the slope and the displacement at the end C of the beam. E = 200 GPa, I = 70(106) mm¹. Use the moment-area theorems. - Como o 8-21. Solve Prob. 8-20 using the conjugate-beam method. A 3 m- 8 kN D + 3 m BQ +3m Probs. 8-20/21 4 kN C 4

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter8: Influence Lines
Section: Chapter Questions
Problem 10P
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Solve 8-20 using moment area method
*8-20. Determine the slope and the displacement at the end C of the beam. E = 200 GPa, I = 70(106) mm¹. Use the moment-area theorems. - Smom on 8-21. Solve Prob. 8-20 using the conjugate-beam method. A 3 m- 8 kN D + 3 m BO +3m Probs. 8-20/21 4 kN C 4
Transcribed Image Text:*8-20. Determine the slope and the displacement at the end C of the beam. E = 200 GPa, I = 70(106) mm¹. Use the moment-area theorems. - Smom on 8-21. Solve Prob. 8-20 using the conjugate-beam method. A 3 m- 8 kN D + 3 m BO +3m Probs. 8-20/21 4 kN C 4
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