1.2 kN 1.2 kN 1.2 kN 1.2 kN 1.2 kN 1.2 kN 1.2 kN 1.2 kN DV F H B. 3 m IC E G K -4 m- 4 m- 2.25 m 4 m- -4 m- 2.25 m

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A Mansard roof truss is loaded as shown. Determine the force in members GI, HI, and HJ.
1.2 kN 1.2 kN 1.2 kN 1.2 kN 1.2 kN
B
D
F
H
3 m
ol
IC
E
G
K
m-- 4 m
t+4 m-4 m 4 -
2.25 m
2.25 m
Transcribed Image Text:A Mansard roof truss is loaded as shown. Determine the force in members GI, HI, and HJ. 1.2 kN 1.2 kN 1.2 kN 1.2 kN 1.2 kN B D F H 3 m ol IC E G K m-- 4 m t+4 m-4 m 4 - 2.25 m 2.25 m
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