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A steel cylinder is enclosed in a bronze sleeve, both simultaneously supports a vertical compressive load of P = 280 kN which is applied to the assembly through a horizontal bearing plate. The lengths of the cylinder and sleeve are equal. For steel cylinder: A = 7,500 mm², E = 200 GPa, and a = 11.7 x 10-6/°C. For bronze sleeve: A = 12,400 mm², E = 83 GPa, and a = 19 x 10¹ 6/°C Compute the temperature change that will cause a zero stress in the steel.

A steel cylinder is enclosed in a bronze sleeve, both simultaneously supports a vertical compressive load of P = 280 kN which is applied to the assembly through a horizontal bearing plate. The lengths of the cylinder and sleeve are equal. For steel cylinder: A = 7,500 mm², E = 200 GPa, and a = 11.7 x 10-6/°C. For bronze sleeve: A = 12,400 mm², E = 83 GPa, and a = 19 x 10¹ 6/°C Compute the temperature change that will cause a zero stress in the steel.

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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A steel cylinder is enclosed in a bronze sleeve, both simultaneously supports a vertical compressive load of P = 280 kN which is applied to the assembly through a horizontal bearing plate. The lengths of the cylinder and sleeve are equal. For steel cylinder: A = 7,500 mm², E = 200 GPa, and a = 11.7 x 106/°C. For bronze sleeve: A = 12,400 mm², E = 83 GPa, and a = 19 x 10 6/°C. Compute the temperature change that will cause a zero stress in the steel. Select one: O a. 35.72°C O b. 34.38°C O c. 38.51°C O d. 36.41°C
Transcribed Image Text:A steel cylinder is enclosed in a bronze sleeve, both simultaneously supports a vertical compressive load of P = 280 kN which is applied to the assembly through a horizontal bearing plate. The lengths of the cylinder and sleeve are equal. For steel cylinder: A = 7,500 mm², E = 200 GPa, and a = 11.7 x 106/°C. For bronze sleeve: A = 12,400 mm², E = 83 GPa, and a = 19 x 10 6/°C. Compute the temperature change that will cause a zero stress in the steel. Select one: O a. 35.72°C O b. 34.38°C O c. 38.51°C O d. 36.41°C
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