1 kN 1 KN 1 kN 1 kN 1 kN h-3m B. CI E GI 5 KN 5 kN 5 kN -6 panels e 5 m- 30 m- O FH = 13.13 kN / GH = 13.11KN / GI = 1.371 kN O FH = 13.81 kN / GH = 13.13KN / GI = 1.371 kN O FH = 13.81 kN / GH = 1.371KN / GI = 13.13 kN FH = 13.13 kN / GH = 1.371KN / GI = 13.81 kN

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
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Determine the force in members FH, GH, and GI of the roof truss shown.

1 kN
1 kN
1 KN
1 kN
H.
1 kN.
h = 8 m
B.
Gl
K
5 kN 5 kN 5 kN
-6 panels @ 5 m = 30 m-
FH = 13.13 kN / GH = 13.11KN / GI = 1.371 kN
O FH = 13.81 kN / GH = 13.13kN / GI = 1.371 kN
O FH = 13.81 kN / GH = 1.371KN/ GI = 13.13 kN
O FH = 13.13 kN / GH = 1.371kN / GI = 13.81 kN
O FH = 1.371 kN / GH = 13.13kN / GI = 13.81 kN
O FH = 1.371 kN / GH = 13.81kN / GI = 13.13 kN
Transcribed Image Text:1 kN 1 kN 1 KN 1 kN H. 1 kN. h = 8 m B. Gl K 5 kN 5 kN 5 kN -6 panels @ 5 m = 30 m- FH = 13.13 kN / GH = 13.11KN / GI = 1.371 kN O FH = 13.81 kN / GH = 13.13kN / GI = 1.371 kN O FH = 13.81 kN / GH = 1.371KN/ GI = 13.13 kN O FH = 13.13 kN / GH = 1.371kN / GI = 13.81 kN O FH = 1.371 kN / GH = 13.13kN / GI = 13.81 kN O FH = 1.371 kN / GH = 13.81kN / GI = 13.13 kN
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