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 1000 lb 12 ft. B T 8 ft -12 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 lbf downwards.

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 1000 lb 12 ft. B T 8 ft -12 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 lbf downwards.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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