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The timber member has a cross-sectional area of 2000 mm? and its modulus of 45 kN 40 kN 25 kN A B D elasticity is 12 GPa. Compute the change in a. the deformation of rod AB b. the deformation of rod BC +1.5 m -3 m -3 m- c. the deformation of rod CD d. the total deformation of the composite rod ABCD

The timber member has a cross-sectional area of 2000 mm? and its modulus of 45 kN 40 kN 25 kN A B D elasticity is 12 GPa. Compute the change in a. the deformation of rod AB b. the deformation of rod BC +1.5 m -3 m -3 m- c. the deformation of rod CD d. the total deformation of the composite rod ABCD

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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1. The timber member has a cross-sectional area of 2000 mm? and its modulus of 45 kN 40 kN 25 kN A B ●C D elasticity is 12 GPa. Compute the change in a. the deformation of rod AB b. the deformation of rod BC +1.5 m - 3 m- -3 m c. the deformation of rod CD d. the total deformation of the composite rod ABCD
Transcribed Image Text:1. The timber member has a cross-sectional area of 2000 mm? and its modulus of 45 kN 40 kN 25 kN A B ●C D elasticity is 12 GPa. Compute the change in a. the deformation of rod AB b. the deformation of rod BC +1.5 m - 3 m- -3 m c. the deformation of rod CD d. the total deformation of the composite rod ABCD
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