A circular bar at 10C is constrained by rigid concrete walls at both ends. The bar...
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A circular bar at 10°C is constrained by rigid concrete walls at both ends. The bar is 1000 mm long and has a cross sectional area of 2600 mm². What is the magnitude of axial compressive thermal stress (MPa) in the bar if the temperature is raised to 50°C? The material's modulus of elasticity is 200 GPa, and the linear coefficient of thermal expansion is 9x10-5/°C. A = 2600 mm² 1000 mm www A circular bar at 10°C is constrained by rigid concrete walls at both ends. The bar is 1000 mm long and has a cross sectional area of 2600 mm². What is the magnitude of axial compressive thermal stress (MPa) in the bar if the temperature is raised to 50°C? The material's modulus of elasticity is 200 GPa, and the linear coefficient of thermal expansion is 9x10-5/°C. A = 2600 mm² 1000 mm www
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Related Book For
Fundamentals of Thermodynamics
ISBN: 978-0471152323
6th edition
Authors: Richard E. Sonntag, Claus Borgnakke, Gordon J. Van Wylen
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