11.Steel, Brass, and Copper rods are connected as shown in the figure. Initially, the temperature was 15 degrees Celsius and the stress on the bars is zero. Eventually, the temperature increased to 25 degrees Celsius. Determine the total deformation on the steel -0.0058mm. -0.0165mm 0.0058mm. 0.0165mm 12.Steel, Brass, and Copper rods are connected as shown in the figure Initially, the temperature was 15 degrees Celsius and the stress on the bars is zero. Eventually, the temperature increased to 25 degrees Celsius. Determine the total deformation on the bras -0.0109mm -0.0241mm 0.0109mm. 0.0241mm 13. Steel, Brass, and Copper rods are connected as shown in the figure Initially, the temperature was 15 degrees Celsius and the stress on the bars is zero. Eventually the temperature increased to 25 degrees Celsius Determine the normal stress on the copper due to the change in temperature 8.94MPA. C 15.57MPA, C 13.60MPA, C. 7.81MPA. C iti

11.Steel, Brass, and Copper rods are connected as shown in the figure. Initially, the temperature was 15 degrees Celsius and the stress on the bars is zero. Eventually, the temperature increased to 25 degrees Celsius. Determine the total deformation on the steel -0.0058mm. -0.0165mm 0.0058mm. 0.0165mm 12.Steel, Brass, and Copper rods are connected as shown in the figure Initially, the temperature was 15 degrees Celsius and the stress on the bars is zero. Eventually, the temperature increased to 25 degrees Celsius. Determine the total deformation on the bras -0.0109mm -0.0241mm 0.0109mm. 0.0241mm 13. Steel, Brass, and Copper rods are connected as shown in the figure Initially, the temperature was 15 degrees Celsius and the stress on the bars is zero. Eventually the temperature increased to 25 degrees Celsius Determine the normal stress on the copper due to the change in temperature 8.94MPA. C 15.57MPA, C 13.60MPA, C. 7.81MPA. C iti

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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