Determine the vertical displacement at joint C of the truss. Each member has a cross-sectional area of the 300mm and E=200GPa. Use Castigliano's theorem method.
Determine the vertical displacement at joint C of the truss. Each member has a cross-sectional area of the 300mm and E=200GPa. Use Castigliano's theorem method.
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
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Author:Segui, William T.
Publisher:Segui, William T.
Chapter10: Plate Girders
Section: Chapter Questions
Problem 10.7.9P
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Determine the vertical displacement at joint C of the truss. Each member has a cross-sectional area of the 300mm and E=200GPa. Use Castigliano's theorem method.
![displacement at joint C of the truss. Each
member has a cross-sectional area of the
300mm2 and E=200GPA. Use
Castigliano's theorem method.
3m
D
B
E4m-
- 4 m -
4m
3ÉN
3ÉN
4 kN](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F133b2525-7f4c-4643-994e-94c0e294cd3f%2Febdc25eb-d406-4b70-b020-bd325a5a290d%2F2s2xxy9_processed.jpeg&w=3840&q=75)
Transcribed Image Text:displacement at joint C of the truss. Each
member has a cross-sectional area of the
300mm2 and E=200GPA. Use
Castigliano's theorem method.
3m
D
B
E4m-
- 4 m -
4m
3ÉN
3ÉN
4 kN
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