The rigid bar ABCD of negligible weight is initially horizontal, and the steel rods attached at A and C are stress-free. The load P is then applied and there is a temperature change in the steel rods. P = 38 kips with the stresses in the two steel rods equal. Assume that there is no buckling in the rods. The coefficient of linear expansion is 6.5 x 10^–6 per degree F and E = 29 x 10^6 psi for steel. a. Determine the change in temperature. Indicate increase or decrease in temperature. b. Determine the axial deformation of the steel rod at A (in inches). c. Determine the axial deformation of the steel rod at C (in inches).
The rigid bar ABCD of negligible weight is initially horizontal, and the steel rods attached at A and C are stress-free. The load P is then applied and there is a temperature change in the steel rods. P = 38 kips with the stresses in the two steel rods equal. Assume that there is no buckling in the rods. The coefficient of linear expansion is 6.5 x 10^–6 per degree F and E = 29 x 10^6 psi for steel. a. Determine the change in temperature. Indicate increase or decrease in temperature. b. Determine the axial deformation of the steel rod at A (in inches). c. Determine the axial deformation of the steel rod at C (in inches).
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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The rigid bar ABCD of negligible weight is initially horizontal, and the steel rods attached at A and C are stress-free. The load P is then applied and there is a temperature change in the steel rods. P = 38 kips with the stresses in the two steel rods equal. Assume that there is no buckling in the rods. The coefficient of linear expansion is 6.5 x 10^–6 per degree F and E = 29 x 10^6 psi for steel.
a. Determine the change in temperature. Indicate increase or decrease in temperature.
b. Determine the axial deformation of the steel rod at A (in inches).
c. Determine the axial deformation of the steel rod at C (in inches).
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