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The timber member has a cross-sectional area of 1653 mm2 and its modulus of elasticity is 12.9 GPa. Compute the change in the total length (in mm) of the member after the loads shown are applied if x = 1.67, y = 3.87, and z = 3.65. Round off the final answer in two decimal places. 40 kN 35 kN 20 kN D ... A B• Add your answer

The timber member has a cross-sectional area of 1653 mm2 and its modulus of elasticity is 12.9 GPa. Compute the change in the total length (in mm) of the member after the loads shown are applied if x = 1.67, y = 3.87, and z = 3.65. Round off the final answer in two decimal places. 40 kN 35 kN 20 kN D ... A B• Add your answer

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 timber member has a cross-sectional area of 1653 mm2 and its modulus of elasticity is 12.9 GPa. Compute the change in the total length (in mm) of the member after the loads shown are applied if x = 1.67, y = 3.87, and z = 3.65. Round off the final answer in two decimal places. 40 kN 35 kN 20 kN B• Add your answer
Transcribed Image Text:The timber member has a cross-sectional area of 1653 mm2 and its modulus of elasticity is 12.9 GPa. Compute the change in the total length (in mm) of the member after the loads shown are applied if x = 1.67, y = 3.87, and z = 3.65. Round off the final answer in two decimal places. 40 kN 35 kN 20 kN B• Add your answer
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