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Determine the member end moments for the two-span continuous beam shown by the moment distribution method. E is constant = 274GPa 80 KN 40 KN A 5m 1.51 5m B 5m 5m

Determine the member end moments for the two-span continuous beam shown by the moment distribution method. E is constant = 274GPa 80 KN 40 KN A 5m 1.51 5m B 5m 5m

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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Steps in Solving this: 1. Calculate Member Stiffness 2. Calculate Distribution Factors and Carry-Over Factors 3. Fixed-End Moments 4. Set-up a Table 5. Balance-Distribute and Carry-Over 6. Summation of Columns 7. Calculate Reactions 8. Draw Shear and Moment Diagrams
Determine the member end moments for the two-span continuous beam shown by the moment distribution method. E is constant = 274GPa 80 KN 40 KN B A 5m 1.51 5m 5m I 5 m
Transcribed Image Text:Determine the member end moments for the two-span continuous beam shown by the moment distribution method. E is constant = 274GPa 80 KN 40 KN B A 5m 1.51 5m 5m I 5 m
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