Problem Number 2 Using the slope-deflection method, draw the bending moment diagram. 3m B 2EJ 4m * 20kN/m 3m 5. Moment @ D -11.09kN-m -40.82kN-m -34.43kN-m O -24.34kN-m EJ 3EJ D

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Problem Number 2
Using the slope-deflection method, draw the bending moment diagram.
3m
B
2EJ
4m
*
20kN/m
3m
5. Moment @ D
-11.09kN-m
-40.82kN-m
-34.43kN-m
O -24.34kN-m
EJ
ЗЕЈ
D
Transcribed Image Text:Problem Number 2 Using the slope-deflection method, draw the bending moment diagram. 3m B 2EJ 4m * 20kN/m 3m 5. Moment @ D -11.09kN-m -40.82kN-m -34.43kN-m O -24.34kN-m EJ ЗЕЈ D
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