uss. Each m A 300 mm². E= work. =

Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter10: Plate Girders
Section: Chapter Questions
Problem 10.7.9P
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9-13. Determine the vertical displacement of joint C of
the truss. Each member has a cross-sectional area of
A = 300 mm². E= 200 GPa. Use the method of virtual
work.
A
-4 m
H
B
3 kN
4 m
G
C
4 kN
4 m
Probs. 9-13/14
D
3 kN
4m-
3 m
E
Transcribed Image Text:9-13. Determine the vertical displacement of joint C of the truss. Each member has a cross-sectional area of A = 300 mm². E= 200 GPa. Use the method of virtual work. A -4 m H B 3 kN 4 m G C 4 kN 4 m Probs. 9-13/14 D 3 kN 4m- 3 m E
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