For the system shown below, draw the bending-moment diagram for given support settlements using Force Method for: E= 20x10° kN/m? I= 0.005 m El= 20x10° x0.005 =100x10° kN-m? k=41 El=400x10 kN-m² 31 3m 21 21 0.7 m 0.5 m 2m 4m 6m

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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For the system shown below, draw the bending-moment diagram for given support settlements using Force
Method for:
E= 20x10° kN/m?
|= 0.005 m
El= 20x10° x0.005 =100x10 kN-m?
l-41
El-400x10° kN-m²
31
3m
211
21
A
0.7 m
0.5 m
2m
4m
6m
Transcribed Image Text:For the system shown below, draw the bending-moment diagram for given support settlements using Force Method for: E= 20x10° kN/m? |= 0.005 m El= 20x10° x0.005 =100x10 kN-m? l-41 El-400x10° kN-m² 31 3m 211 21 A 0.7 m 0.5 m 2m 4m 6m
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