4/38 The members CJ and CF of the loaded truss cross but are not connected to members BI and DG. Compute the forces in members BC, CJ, CI, and HI. 6 kN 60° 3 m 3 m C 3m 3 m D E A B 4 m F H G 4 kN 10 kN 8 kN
4/38 The members CJ and CF of the loaded truss cross but are not connected to members BI and DG. Compute the forces in members BC, CJ, CI, and HI. 6 kN 60° 3 m 3 m C 3m 3 m D E A B 4 m F H G 4 kN 10 kN 8 kN
Physics for Scientists and Engineers: Foundations and Connections
1st Edition
ISBN:9781133939146
Author:Katz, Debora M.
Publisher:Katz, Debora M.
Chapter14: Static Equilibrium, Elasticity, And Fracture
Section: Chapter Questions
Problem 54PQ
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
Transcribed Image Text:4/38 The members CJ and CF of the loaded truss cross but are not
connected to members BI and DG. Compute the forces in members BC, CJ,
CI, and HI.
6 kN
60°
3 m
3 m
C 3m
3 m
D
E
A
B
4 m
F
H
G
4 kN
10 kN
8 kN
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