determine the vertical displacement at Joint C of the truss. Each member has a cross-sectional area of A=300mm^2 E=200GPa. Use the Castigliano’s theorem. (symmetrical) determine the vertical displacement at Joint C of the truss. Each member has across-sectional area of A=300mm^2 E-200GPa. Use the Castigliano'stheorem. (symmetrical)4mB3 kN4m4 kN4 mD3 kN4 m3 m

Draw free body diagram Consider the summation of forces in the vertical direction…

determine the vertical displacement at Joint C of the truss. Each member has a cross-sectional area of A=300mm^2 E-200GPa. Use the Castigliano's theorem. (symmetrical) AN D 4m 4m 4 kN 4m B 3 kN 3 kN -4m 3m

determine the vertical displacement at Joint C of the truss. Each member has a cross-sectional area of A=300mm^2 E-200GPa. Use the Castigliano's theorem. (symmetrical) AN D 4m 4m 4 kN 4m B 3 kN 3 kN -4m 3m

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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determine the vertical displacement at Joint C of the truss. Each member has a cross-sectional area of A=300mm^2 E=200GPa. Use the Castigliano’s theorem. (symmetrical)

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