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4. The composite bar shown below is rigidly fixed at the ends A and B. Determine the Force developed at ends when the temperature is raised by 18°C. Given Ea 70 kN/mm2, Es 200 kN/mm2, a = 11 x 10-6/ C, as = 12 x 10-6/C A 600 mm A, = 400 qum Aluminium Steel Ua- 13(12-1)T 15m 3.0 m

4. The composite bar shown below is rigidly fixed at the ends A and B. Determine the Force developed at ends when the temperature is raised by 18°C. Given Ea 70 kN/mm2, Es 200 kN/mm2, a = 11 x 10-6/ C, as = 12 x 10-6/C A 600 mm A, = 400 qum Aluminium Steel Ua- 13(12-1)T 15m 3.0 m

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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4. The composite bar shown below is rigidly fixed at the ends A and B. Determine the Force developed at ends when the temperature is raised by 18°C. Given Ea 70 kN/mm2, Es = 200 kN/mm, a = 11 x 10-6/°C, as = 12 x 10-6/°C A 600 mm A,= 400 qum Aluminium Steel Ua- 13 (12-1)7 15me 3.0 m
Transcribed Image Text:4. The composite bar shown below is rigidly fixed at the ends A and B. Determine the Force developed at ends when the temperature is raised by 18°C. Given Ea 70 kN/mm2, Es = 200 kN/mm, a = 11 x 10-6/°C, as = 12 x 10-6/°C A 600 mm A,= 400 qum Aluminium Steel Ua- 13 (12-1)7 15me 3.0 m
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