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Q2 - The assembly shown below consists of three rods AB, CD and EF with the following properties: AB and CD: Modulus of elasticity = 75 GPa; Diameter = 30 mm EF: Modulus of elasticity = 200 GPa; Diameter = 15 mm If there is a 0.5 mm gap at A and C before loading, Determine the average normal stress developed in rods AB, CD and EF. Note: The cap GH is rigid.

Q2 - The assembly shown below consists of three rods AB, CD and EF with the following properties: AB and CD: Modulus of elasticity = 75 GPa; Diameter = 30 mm EF: Modulus of elasticity = 200 GPa; Diameter = 15 mm If there is a 0.5 mm gap at A and C before loading, Determine the average normal stress developed in rods AB, CD and EF. Note: The cap GH is rigid.

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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Q2 - The assembly shown below consists of three rods AB, CD and EF with the following properties: AB and CD: Modulus of elasticity = 75 GPa; Diameter = 30 mm EF: Modulus of elasticity = 200 GPa; Diameter = 15 mm If there is a 0.5 mm gap at A and C before loading, Determine the average normal stress developed in rods AB, CD and EF. Note: The cap GH is rigid. 0.5 mm -250 mm A C 30 mm 30 mm B D H G E 500 mm 50 kN 50 kN 15 mm F
Transcribed Image Text:Q2 - The assembly shown below consists of three rods AB, CD and EF with the following properties: AB and CD: Modulus of elasticity = 75 GPa; Diameter = 30 mm EF: Modulus of elasticity = 200 GPa; Diameter = 15 mm If there is a 0.5 mm gap at A and C before loading, Determine the average normal stress developed in rods AB, CD and EF. Note: The cap GH is rigid. 0.5 mm -250 mm A C 30 mm 30 mm B D H G E 500 mm 50 kN 50 kN 15 mm F
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