Utilise method of sections and compute the forces in members BC, CJ, CI, and HI of the loaded truss shown in figure below. The members CJ and CF of the loaded truss cross but are not connected to members BI and DG. 6 kN 60°* 3 m 3 m С 3m B 3 m D E |A 4 m F |H G 4 kN 10 kN 8 kN

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utilise method of section and compute the forces BC,CJ,CI and HI of the loaded trussess

Utilise method of sections and compute the forces in members BC, CJ, CI, and HI of the
loaded truss shown in figure below. The members CJ and CF of the loaded truss cross but are
not connected to members BI and DG.
6 kN
3 m
A
3 m
с 3m
D
60°
3 m
В
E
4 m
F
I
H
G
4 kN
10 kN
8 kN
Transcribed Image Text:Utilise method of sections and compute the forces in members BC, CJ, CI, and HI of the loaded truss shown in figure below. The members CJ and CF of the loaded truss cross but are not connected to members BI and DG. 6 kN 3 m A 3 m с 3m D 60° 3 m В E 4 m F I H G 4 kN 10 kN 8 kN
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