Using the method of joints, determine the force in each member of the truss shown below (solve for FAB, FAD, FBD, FDE, FBE, FBC, and FCE. Use the sign convention of negative for compression of the joint and positive for tension of the joint. 2000 lb -12 ft 1000 lb -12 ft- 8 ft D -12 ft 6 ft 6 ft Hints: 1. The reaction at the roller support at E is 10,000 lb upwards. 2. The reaction of the support at C is 7,000 lb, downwards.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Using the method of joints, determine the force in each member of the truss shown
below (solve for FAB, FAD, FBD, FDE, FBE, FBC, and FcE. Use the sign convention of negative
for compression of the joint and positive for tension of the joint.
2000 lb
-12 ft-
1000 lb
12 ft
cl
8 ft
D
E
-12 ft
6 ft
6 ft
Hints:
1. The reaction at the roller support at E is 10,000 lbf upwards.
2. The reaction of the support at C is 7,000 lb, downwards.
Transcribed Image Text:Using the method of joints, determine the force in each member of the truss shown below (solve for FAB, FAD, FBD, FDE, FBE, FBC, and FcE. Use the sign convention of negative for compression of the joint and positive for tension of the joint. 2000 lb -12 ft- 1000 lb 12 ft cl 8 ft D E -12 ft 6 ft 6 ft Hints: 1. The reaction at the roller support at E is 10,000 lbf upwards. 2. The reaction of the support at C is 7,000 lb, downwards.
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