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ure. C 650 kN A 30 60° 60° 60ª 8 m 8 m

ure. C 650 kN A 30 60° 60° 60ª 8 m 8 m

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter6: Deflections Of Beams: Geometric Methods
Section: Chapter Questions
Problem 14P
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Topic: Methods of Joints

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2. Use the method of joints to determine the force in each member of the truss shown in figure. 650 kN A 30° 60° 60° 60ª F 8 m 8 m 800 kN 1000 kN
Transcribed Image Text:2. Use the method of joints to determine the force in each member of the truss shown in figure. 650 kN A 30° 60° 60° 60ª F 8 m 8 m 800 kN 1000 kN
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