The compound bar, composed ot the three segments shown, is initially stress-free. Compute the force resisted by thesteel if the temperature drops 25°C. Assume that the walls do not yield and use the following data:A (mm?)a (/°C)11.7x10-6E (GPa)Steel800200Bronze140019.0 x10-683Aluminum200023. 0 x10-670800 mm500 mm–→+400 mm→SteelBronzeAluminumSelect one:O a. 31.58 kNO b. 6.37 kNO c. 63.16 kNO d. 12.74 kN The compound bar, composed ot the three segments shown, is initially stress-free. Compute the stress in the Steelsegment if the temperature drops 25°C. Assume that the walls do not yield and use the following data:A (mm²)a (/°C)11.7x10-6E (GPa)Steel800200Bronze140019.0 x10-683Aluminum200023. 0 x10-670800 mm500 mm--400 mm→SteelBronzeAluminumSelect one:O a. 11.94 MPaO b. 59.21 MPaO c. 78.95 MPaO d. 15.92 MPaNext page

We know that the thermal stress in bars develop when the compound bar has both fixed ends and can't…

The compound bar, composed ot the three segments shown, is initially stress-free. Compute the stress in the Steel segment if the temperature drops 25°C. Assume that the walls do not yield and use the following data: E (GPa) a (/°C) 11.7x10-6 19.0 x10-6 A (mm?) Steel 800 200 Bronze 1400 83 Aluminum 2000 23. 0 x10-6 70 800 mm →+500 mm +400 mm→ Steel Bronze Aluminum ect one:

The compound bar, composed ot the three segments shown, is initially stress-free. Compute the stress in the Steel segment if the temperature drops 25°C. Assume that the walls do not yield and use the following data: E (GPa) a (/°C) 11.7x10-6 19.0 x10-6 A (mm?) Steel 800 200 Bronze 1400 83 Aluminum 2000 23. 0 x10-6 70 800 mm →+500 mm +400 mm→ Steel Bronze Aluminum ect one:

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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