Stress Strain Diagram The Data shown in the table have been obtained from a tensile test conducted on a high-strength steel. The test specimen had a diameter of 0.505 inch and a gage length of 2.00 inch. Using software, plot the Stress-Strain Diagram for this steel and determine its: 1. Proportional Limit, 2. Modulus of Elasticity, 3. Yield Strength (SY) at 0.2% Offset, 4. Ultimate Strength (Su), 5. Percent Elongation in 2.00 inch, 6. Percent Reduction in Area, 7. Present the results (for Steps 1-6) in a highly organized table. Attach hie sheet (as problem slele A 4 A = 0.2.002 DLONNING of the effort

Elements Of Electromagnetics
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Author:Sadiku, Matthew N. O.
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Stress Strain Diagram
The Data shown in the table have been obtained from a tensile test conducted on
a high-strength steel. The test specimen had a diameter of 0.505 inch and a gage
length of 2.00 inch. Using software. plot the Stress-Strain Diagram for this steel
and determine its:
A= TTdT(050s
A
%3D
1. Proportional Limit,
2. Modulus of Elasticity,
3. Yield Strength (SY) at 0.2% Offset,
4. Ultimate Strength (Su),
5. Percent Elongation in 2.00 inch,
6. Percent Reduction in Area,
7. Present the results (for Steps 1-6) in a highly organized table.
e Altac ie sheet (as problelle
4
A = 0.2.002
BEOINNING of the effort
Elongation
(in)
Elongation
(In)
Load
Load
#:
#3
(Ib)
(Ib)
1
0.0170
15
12,300
0.0004
1,500
16
12,200
0.0200
0.0010
3.
3,100
17
12,000
0.0275
0.0016
4,700
18
13,000
0.0335
5.
6,300
0.0022
19
15,000
0.0400
0.0026
6.
8,000
20
16,200
0.055
0.0032
9,500
21
17,500
0.0680
0.0035
8.
11,000
22
18,800
0.1080
0.0041
11,800
23
19,600
0.1515
0.0051
24
20,100
0.2010
10
12,300
0.0071
25
20,100
0.2600
11
12,500
0.0100
26
18,700
0.3400
12
12,700
0.0131
27
17,200
0.4200
13
12,700
0.4700
14
12,500
0.0150
28
16,400
Fracture
23
Transcribed Image Text:Stress Strain Diagram The Data shown in the table have been obtained from a tensile test conducted on a high-strength steel. The test specimen had a diameter of 0.505 inch and a gage length of 2.00 inch. Using software. plot the Stress-Strain Diagram for this steel and determine its: A= TTdT(050s A %3D 1. Proportional Limit, 2. Modulus of Elasticity, 3. Yield Strength (SY) at 0.2% Offset, 4. Ultimate Strength (Su), 5. Percent Elongation in 2.00 inch, 6. Percent Reduction in Area, 7. Present the results (for Steps 1-6) in a highly organized table. e Altac ie sheet (as problelle 4 A = 0.2.002 BEOINNING of the effort Elongation (in) Elongation (In) Load Load #: #3 (Ib) (Ib) 1 0.0170 15 12,300 0.0004 1,500 16 12,200 0.0200 0.0010 3. 3,100 17 12,000 0.0275 0.0016 4,700 18 13,000 0.0335 5. 6,300 0.0022 19 15,000 0.0400 0.0026 6. 8,000 20 16,200 0.055 0.0032 9,500 21 17,500 0.0680 0.0035 8. 11,000 22 18,800 0.1080 0.0041 11,800 23 19,600 0.1515 0.0051 24 20,100 0.2010 10 12,300 0.0071 25 20,100 0.2600 11 12,500 0.0100 26 18,700 0.3400 12 12,700 0.0131 27 17,200 0.4200 13 12,700 0.4700 14 12,500 0.0150 28 16,400 Fracture 23
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