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P8.3. For the truss in Figure P8.3, compute the horizon- tal and vertical components of the displacement of joint C. The area of all bars = 2500 mm², and E = 200 GPa. 120 KN B A 6 m P8.3 C 8 m 240 KN

P8.3. For the truss in Figure P8.3, compute the horizon- tal and vertical components of the displacement of joint C. The area of all bars = 2500 mm², and E = 200 GPa. 120 KN B A 6 m P8.3 C 8 m 240 KN

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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P8.3. For the truss in Figure P8.3, compute the horizon- tal and vertical components of the displacement of joint C. The area of all bars = 2500 mm², and E = 200 GPa. 120 kN B 6 m P8.3 C 8 m 240 KN
Transcribed Image Text:P8.3. For the truss in Figure P8.3, compute the horizon- tal and vertical components of the displacement of joint C. The area of all bars = 2500 mm², and E = 200 GPa. 120 kN B 6 m P8.3 C 8 m 240 KN
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