*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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
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)

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
Expert Solution

Introduction
The truss is statically determinate so ILD will be straight lines.
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