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10. The compound bar, composed of the three segments shown, is initially stress-free. Compute the stress in each material if the temperature drops 25°C. Assume that the walls do not yield and use the following data: A (mun³) a(C) E (GPa) Bronze segment 2000 19.0 x 10 83 23.0 x 10- 11.7x 10 Aluminum segment 1400 70 Steel segment SUMMARY OF ANSWERS 800 200 OBronze MPa - 800 mm - -500 mm→-400 mm- Oalum MPa Osteel MPa Aluminum Steel Bronze

10. The compound bar, composed of the three segments shown, is initially stress-free. Compute the stress in each material if the temperature drops 25°C. Assume that the walls do not yield and use the following data: A (mun³) a(C) E (GPa) Bronze segment 2000 19.0 x 10 83 23.0 x 10- 11.7x 10 Aluminum segment 1400 70 Steel segment SUMMARY OF ANSWERS 800 200 OBronze MPa - 800 mm - -500 mm→-400 mm- Oalum MPa Osteel MPa Aluminum Steel Bronze

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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10. The compound bar, composed of the three segments shown, is initially stress-free. Compute the stress in each material if the temperature drops 25°C. Assume that the walls do not yield and use the following data: A (mm²) a (FC) E (GPa) Bronze segment 2000 19.0 x 10- 83 Aluminum segment 1400 23.0 x 10 70 Steel segment 11.7x 10 SUMMARY OF ANSWERS s00 200 OBranze MPa - 800 mm - -500 mm- +400 mm→ MPa Oalum Osteel MPa Bronze Aluminum Steel
Transcribed Image Text:10. The compound bar, composed of the three segments shown, is initially stress-free. Compute the stress in each material if the temperature drops 25°C. Assume that the walls do not yield and use the following data: A (mm²) a (FC) E (GPa) Bronze segment 2000 19.0 x 10- 83 Aluminum segment 1400 23.0 x 10 70 Steel segment 11.7x 10 SUMMARY OF ANSWERS s00 200 OBranze MPa - 800 mm - -500 mm- +400 mm→ MPa Oalum Osteel MPa Bronze Aluminum Steel
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