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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
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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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fd9f0aeae-5d6c-4422-b85c-a2b61e921c0e%2Fbd32b356-e3c0-43c6-ad99-959f326625f7%2F5sh3r3i_processed.png&w=3840&q=75)
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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