Example 21.18. A solid circular steel rod 6 mm in diameter and 500 mm long is rigidly fastenedto the end of a square brass bar 25 mm on a side and 400 mm long, the geometric axis of thebars lying along the same line. An axial tensile force of 5 kN is applied at each of extremeends. Determine the elongation of assembly. For steel E = 200 GPa and for brass E₁ = 90 GPa

P=5kN To find total elongation of assembly

xample 21.18. A solid circular steel rod 6 mm in diameter and 500 mm long is rigidly fastene the end of a square brass bar 25 mm on a side and 400 mm long, the geometric axis of th ars lying along the same line. An axial tensile force of 5 kN is applied at each of extrem nds. Determine the elongation of assembly. For steel E = 200 GPa and for brass E₁ = 90 GF

xample 21.18. A solid circular steel rod 6 mm in diameter and 500 mm long is rigidly fastene the end of a square brass bar 25 mm on a side and 400 mm long, the geometric axis of th ars lying along the same line. An axial tensile force of 5 kN is applied at each of extrem nds. Determine the elongation of assembly. For steel E = 200 GPa and for brass E₁ = 90 GF

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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