200 KN 3 m > (3500) A B (5000) (5000) C 3 m (5000) (3500) E (5000) (3500) 3 m 4. Using Virtual Work Method, calculate the horizontal displacement at joint B for the truss loaded as shown. The areas in mm2 are shown in parenthesis. E = 200 GPa for all members. D

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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200 KN
3 m
> (3500)
A
B
(5000)
(5000)
C
3 m
(5000)
(3500) E
(5000)
(3500)
3 m
4. Using Virtual Work Method, calculate the
horizontal displacement at joint B for the
truss loaded as shown. The areas in mm2
are shown in parenthesis. E = 200 GPa for
all members.
D
Transcribed Image Text:200 KN 3 m > (3500) A B (5000) (5000) C 3 m (5000) (3500) E (5000) (3500) 3 m 4. Using Virtual Work Method, calculate the horizontal displacement at joint B for the truss loaded as shown. The areas in mm2 are shown in parenthesis. E = 200 GPa for all members. D
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