1. Determine the force in each member of the Gambrel roof truss shown. State whether each member is in tension or compression. Reaction at H is a pin support. (Ans: FAB=5 KN (C), FAC = 4 KN (T), FCE = 4 KN (T), FBC = 0 KN, FBE = 0.238 KN (C), FBD = 3.98 KN (C), FDF = 3.98 KN (C), FDE = 0.286 KN (T), FEF = 0.238 KN (C), FEG = 4 KN (T), FGH = 4 KN (T), FGF = 0 KN, FHF = 5 KN (C)) 1 kN 3.6 m 2 kN B 2 KN 3.6 m E 2 KN G 3.6 m 1 kN₁ H 1.08 m 3.6 m 2.7 m

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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1. Determine the force in each member of the
Gambrel roof truss shown. State whether each
member is in tension or compression. Reaction at
H is a pin support. (Ans: FAB=5 KN (C), FAC = 4
KN (T), FCE = 4 KN (T), FBC = 0 KN, FBE = 0.238 KN
(C), FBD = 3.98 KN (C), FDF = 3.98 KN (C), FDE =
0.286 KN (T), FEF = 0.238 KN (C), FEG = 4 KN (T),
FGH = 4 KN (T), FGF = 0 KN, FHF = 5 kN (C))
1 kN
3.6 m
2 kN
2 kN
3.6 m
2 kN
G
3.6 m
1 kN
1.08 m
1 kN₁
H
3.6 m
2.7 m
Transcribed Image Text:1. Determine the force in each member of the Gambrel roof truss shown. State whether each member is in tension or compression. Reaction at H is a pin support. (Ans: FAB=5 KN (C), FAC = 4 KN (T), FCE = 4 KN (T), FBC = 0 KN, FBE = 0.238 KN (C), FBD = 3.98 KN (C), FDF = 3.98 KN (C), FDE = 0.286 KN (T), FEF = 0.238 KN (C), FEG = 4 KN (T), FGH = 4 KN (T), FGF = 0 KN, FHF = 5 kN (C)) 1 kN 3.6 m 2 kN 2 kN 3.6 m 2 kN G 3.6 m 1 kN 1.08 m 1 kN₁ H 3.6 m 2.7 m
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