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*6-40. Draw the influence line for the force in member KJ. A L 1080 B 8 ft-8 ft K C I D E 8ft-²-8f +²8 -8 ft. 8 ft 8 ft H 1.80 -8 ft → 8 ft

*6-40. Draw the influence line for the force in member KJ. A L 1080 B 8 ft-8 ft K C I D E 8ft-²-8f +²8 -8 ft. 8 ft 8 ft H 1.80 -8 ft → 8 ft

Structural Analysis
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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Can you please show all the steps to solving this problem using the method of statics (equilibrium equations and moment equations) so I can understand how to find KJ? Also, can you solve it from the left side (keep the left side)

*6-40. Draw the influence line for the force in member KJ. -8 ft- B -8 ft K 8 ft J D 8 ft I E -8 ft H -8 ft 8 ft G
Transcribed Image Text:*6-40. Draw the influence line for the force in member KJ. -8 ft- B -8 ft K 8 ft J D 8 ft I E -8 ft H -8 ft 8 ft G
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The truss is statically determinate so ILD will be straight lines. Civil Engineering homework question answer, step 1, image 1

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