AE Constant for all truss members. Solve for the horizontal 20KN displacement at joint A. 4m 2m 3m zm 30KN 4m 30 Solve for the resultant deflection at Joint B. 2EI 40kN 3EI 3m A

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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AE Constant for all truss members. Solve for the horizontal
20KN
displacement at joint A.
4m
2m
3m
zm
30KN
Transcribed Image Text:AE Constant for all truss members. Solve for the horizontal 20KN displacement at joint A. 4m 2m 3m zm 30KN
4m
30
Solve for the resultant deflection at Joint B.
2EI
40kN
3EI
3m
A
Transcribed Image Text:4m 30 Solve for the resultant deflection at Joint B. 2EI 40kN 3EI 3m A
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