4. The composite bar is initially stress-free. Calculate the stress in each material and indicate tension or compression if the temperature has increased to 25°C. Consider that the walls are unyielding and suitably braced to prevent buckling. Use 2 decimal places 400 mm 500 mm 800 mm Steel Aluminum Bronze A = 800 mm2 E = 200 GPa a = 11.7 x 10-6/°C_ a = 23.5 x 10-6/ºC A = 1400 mm? E = 70 GPa A = 2000 mm? E = 85 GPa a = 19 x 10-6 /°C

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Mechanics of Deformable Bodies

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4. The composite bar is initially stress-free. Calculate the stress in each material and indicate
tension or compression if the temperature has increased to 25°C. Consider that the walls are
unyielding and suitably braced to prevent buckling. Use 2 decimal places
400 mm
500 тm
800 mm
Steel
Aluminum
Bronze
A = 800 mm2
E = 200 GPa
a = 11.7 x 10-6/°C a = 23.5 x 10-6/°C
A = 1400 mm²
E = 70 GPa
A = 2000 mm?
E = 85 GPa
a = 19 x 10-6/°C
%3D
Transcribed Image Text:4. The composite bar is initially stress-free. Calculate the stress in each material and indicate tension or compression if the temperature has increased to 25°C. Consider that the walls are unyielding and suitably braced to prevent buckling. Use 2 decimal places 400 mm 500 тm 800 mm Steel Aluminum Bronze A = 800 mm2 E = 200 GPa a = 11.7 x 10-6/°C a = 23.5 x 10-6/°C A = 1400 mm² E = 70 GPa A = 2000 mm? E = 85 GPa a = 19 x 10-6/°C %3D
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