* 20kN/m 3m 4. Moment @ A O -49.51kN-m O -32.99kN-m O -12.55kN-m B 2EJ 3m EJ 3EJ D 4m

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter6: Deflections Of Beams: Geometric Methods
Section: Chapter Questions
Problem 1P
Question
Problem Number 2
Using the slope-deflection method, draw the bending moment diagram.
3m
B
2EJ
4m
*
20kN/m
3m
4. Moment @ A
O 49.51kN-m
-32.99kN-m
O -12.55kN-m
O -55.05kN-m
EJ
3E]
D
Transcribed Image Text:Problem Number 2 Using the slope-deflection method, draw the bending moment diagram. 3m B 2EJ 4m * 20kN/m 3m 4. Moment @ A O 49.51kN-m -32.99kN-m O -12.55kN-m O -55.05kN-m EJ 3E] D
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ISBN:
9781337630931
Author:
KASSIMALI, Aslam.
Publisher:
Cengage,