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Consider a cylindrical specimen of a steel alloy (Figure 6.22) 8.5 mm (0.33 in.) in diameter and 80 mm (3.15 in.) long that is pulled in tension. Determine its elongation when a load of 65,250 N (14,500 lbf) is applied. Stress (MPa) S 2000- 1000 0 0.000 103 psl 300 Stress 0.020 200 100 MPa 2000 1000 0.000 0.040 Strain 0.005 0.010 0.015 Strain 0.060 0.080 Figure 6.22 Tensile stress-strain behavior for an alloy steel. 300 200 100 0 Stress (10³ psi) Activate Window

Consider a cylindrical specimen of a steel alloy (Figure 6.22) 8.5 mm (0.33 in.) in diameter and 80 mm (3.15 in.) long that is pulled in tension. Determine its elongation when a load of 65,250 N (14,500 lbf) is applied. Stress (MPa) S 2000- 1000 0 0.000 103 psl 300 Stress 0.020 200 100 MPa 2000 1000 0.000 0.040 Strain 0.005 0.010 0.015 Strain 0.060 0.080 Figure 6.22 Tensile stress-strain behavior for an alloy steel. 300 200 100 0 Stress (10³ psi) Activate Window

Elements Of Electromagnetics
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
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Consider a cylindrical specimen of a steel alloy (Figure 6.22) 8.5 mm (0.33 in.) in diameter and 80 
mm  (3.15 in.) long  that is pulled in tension. Determine its elongation when a load of 65,250 N 
(14,500 lbf) is applied. 

Consider a cylindrical specimen of a steel alloy (Figure 6.22) 8.5 mm (0.33 in.) in diameter and 80 mm (3.15 in.) long that is pulled in tension. Determine its elongation when a load of 65,250 N (14,500 lbf) is applied. Stress (MPa) S 2000- 1000 0 0.000 103 psl 300 Stress 0.020 200 100 MPa 2000 1000 0.000 0.040 Strain 0.005 0.010 0.015 Strain 0.060 0.080 Figure 6.22 Tensile stress-strain behavior for an alloy steel. 300 200 100 0 Stress (10³ psi) Activate Window
Transcribed Image Text:Consider a cylindrical specimen of a steel alloy (Figure 6.22) 8.5 mm (0.33 in.) in diameter and 80 mm (3.15 in.) long that is pulled in tension. Determine its elongation when a load of 65,250 N (14,500 lbf) is applied. Stress (MPa) S 2000- 1000 0 0.000 103 psl 300 Stress 0.020 200 100 MPa 2000 1000 0.000 0.040 Strain 0.005 0.010 0.015 Strain 0.060 0.080 Figure 6.22 Tensile stress-strain behavior for an alloy steel. 300 200 100 0 Stress (10³ psi) Activate Window
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