For number 1 and 2, Use the method of joints to determine the force in each member of the roof truss shown. State whether each member is in tension or compression. -6 m-6 m-6 m 1.2 kN 2.4 kN 24 kN 12 kN 75 m Answers: AB = 6.24 kN C: AC = 2.76 kN T: BC - 2.50 kN C: BD - 4.16 kN C: CD = 1.867 kN T: CE = 2.88 kN T; DE = 3.75 kN C: DF = 0: EF = 1.20 kt 9 m 9m 1. SITY

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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For number 1 and 2, Use the method of joints to determine the force in each member of
the roof truss shown. State whether each member is in tension or compression.
-6 m--6 m-6 m
1.2 kN
2.4 kN
24 kN
D
1.2 kN
75 m
Answers:
AB = 6.24 kN C: AC = 2.76 kN T;
BC - 2.50 kN C: BD - 4.16 kN C:
CD = 1.867 kN T: CE = 2.88 kN T;
DE = 3.75 kN C: DF = 0: EF = 1.20 kt
-9 m
9.6 KN
105 kN
10.5 kN
5.7 KN
D.
5.7 AN
24 m
H
3.8 m-
-32 m -3.2 m
3.8 m
Answers:
AB = 47.2 kN C: AC = 44.6 kN T: BC = 10.50 kN C:
BD = 47.2 kN C: CD = 17.50 kN T: CÉ = 30.6 KN T:
DE = 0.
SITY
Transcribed Image Text:For number 1 and 2, Use the method of joints to determine the force in each member of the roof truss shown. State whether each member is in tension or compression. -6 m--6 m-6 m 1.2 kN 2.4 kN 24 kN D 1.2 kN 75 m Answers: AB = 6.24 kN C: AC = 2.76 kN T; BC - 2.50 kN C: BD - 4.16 kN C: CD = 1.867 kN T: CE = 2.88 kN T; DE = 3.75 kN C: DF = 0: EF = 1.20 kt -9 m 9.6 KN 105 kN 10.5 kN 5.7 KN D. 5.7 AN 24 m H 3.8 m- -32 m -3.2 m 3.8 m Answers: AB = 47.2 kN C: AC = 44.6 kN T: BC = 10.50 kN C: BD = 47.2 kN C: CD = 17.50 kN T: CÉ = 30.6 KN T: DE = 0. SITY
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