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The cross sectional area of the members of the truss shown is 500 mm2 and E = 200 GPa. Solve the horizontal displacement of joint C due to external loadings in mm. AB 1.5 m C 5 kN 2 m 10 kN O 0.1875 O 11.25 18.75 0.075

The cross sectional area of the members of the truss shown is 500 mm2 and E = 200 GPa. Solve the horizontal displacement of joint C due to external loadings in mm. AB 1.5 m C 5 kN 2 m 10 kN O 0.1875 O 11.25 18.75 0.075

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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The cross sectional area of the members of the truss shown is 500 mm2 and E = 200 GPa. Solve the horizontal displacement of joint C due to external loadings in mm. AB 1.5 m C 5 kN 2 m 10 kN O 0.1875 O 11.25 18.75 0.075
Transcribed Image Text:The cross sectional area of the members of the truss shown is 500 mm2 and E = 200 GPa. Solve the horizontal displacement of joint C due to external loadings in mm. AB 1.5 m C 5 kN 2 m 10 kN O 0.1875 O 11.25 18.75 0.075
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