From the truss shown 120 kN 4.5 m 3 m 1.5 m A G. 2 m 2 m E 2 m 60 kN
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
1) Solve for the reaction at A.
2) Solve for the internal force at member BE

Transcribed Image Text:From the truss shown
120 kN
4.5 m
3 m
1.5 m
A
2 m
2 m
2 m
60 kN
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