steel tension test specimen has a diameter of 6.00 mm and a gage length of 25 mm. The following data are of id test: Load, KN 0 2.94 Deformation, mm 0 0.01 Tensile Test Result Load, KN 13.22 13.25 Deformation, mm 0.10 0.14 Load, KN 20.72 20.61
steel tension test specimen has a diameter of 6.00 mm and a gage length of 25 mm. The following data are of id test: Load, KN 0 2.94 Deformation, mm 0 0.01 Tensile Test Result Load, KN 13.22 13.25 Deformation, mm 0.10 0.14 Load, KN 20.72 20.61
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Explain in your own words how are these properties determined.
![A steel tension test specimen has a diameter of 6.00 mm and a gage length of 25 mm. The following data are obtained from the
said test:
Tensile Test Result
Load, kN
Deformation, mm
Load, kN
Deformation, mm
Load, kN
Deformation, mm
13.22
0.10
20.72
3.36
2.94
0.01
13.25
0.14
20.61
3.83
5.58
0.02
13.22
0.17
20.27
3.94
8.52
0.03
13.22
0.29
19.97
4.00
11.16
0.04
16.15
0.61
19.68
4.06
12.63
0.05
18.50
1.04
19.09
4.12
13.02
0.06
20.27
1.80
18.72
fracture
13.16
0.08
20.56
2.26
13.22
0.08
20.67
2.78
Determine the material properties of the specimen and explain how are these parameters obtained.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F81c1f0b3-9977-4f04-8493-e0e0229eac16%2F8fc686b5-4a9a-4668-846b-8f9aa8ff9a05%2Fnhadvto_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A steel tension test specimen has a diameter of 6.00 mm and a gage length of 25 mm. The following data are obtained from the
said test:
Tensile Test Result
Load, kN
Deformation, mm
Load, kN
Deformation, mm
Load, kN
Deformation, mm
13.22
0.10
20.72
3.36
2.94
0.01
13.25
0.14
20.61
3.83
5.58
0.02
13.22
0.17
20.27
3.94
8.52
0.03
13.22
0.29
19.97
4.00
11.16
0.04
16.15
0.61
19.68
4.06
12.63
0.05
18.50
1.04
19.09
4.12
13.02
0.06
20.27
1.80
18.72
fracture
13.16
0.08
20.56
2.26
13.22
0.08
20.67
2.78
Determine the material properties of the specimen and explain how are these parameters obtained.
![A Stress-Strain Curves
Back File
Force Deformation
Stress
Strain
Stress (MPa)
Zoom
x 2
(kN)
(mm)
(MPa)
(mm/mm)
1.
0.000
0.00000
750.
2.
2.94
103.997
0.00000
700.
3
5.58
0.01
197.382
400.00E-06
4
8.52
0.02
301.380
800.00E-06
650.
5.
11.16
0.03
394.765
0.001200
600.
6
13.02
0.04
460.559
0.001600
7
13.16
0.05
465.511
0.002000
550.
8
13.22
0.08
467.634
0.003200
500.
9
13.22
0.08
467.634
0.003200
450.
10
13.25
0.10
468.695
0.004000
11
13.22
0.14
467.634
0.005600
400.
12
13.22
0.17
467.634
0.006800
350.
Force Units
Length Units
Stress Units
Strain Units
300.
kN
mm
MPa
mm/mm
250.
Specimen
Gage Length
Plotting
200.
Number of
150.
Points
25.00
Plot
100.
25
Area
50.
28.27
Set
0.
proportional
limit at point
Area Units
V 0.2% Offset Method
-50.
-5. 0.
5.
mm2
10. 15. 20. 25. 30. 35. 40. 45. 50. 55. 60. 65. 70. 75. 80. 85.
Strain ( x0.001 mm/mm)
7
V 0.05% Offset Method
Summary
Ultimate Stress
The ultimate stress (also called the ultimate strength) of the material is the largest stress on the
stress-strain curve. From the test data given, the ultimate stress for this material is 732.933 MPa.
ultimate Stress
Proportional Limit
Elastic Modulus
0.20% Yield Stress
0.05% Yield Stress
Percent Elongation
732.933 MPa
465.511 MPa
279,737.666 MPa
468.262 MPa
Proportional Limit
The stress-strain curve for most materials has an initial region in which the material stress is linearly
related to the material strain. The proportional limit marks the uppermost stress on this linear
portion of the stress-strain curve. The proportional limit is a stress. For stresses above the
proportional limit, the stress-strain relationship is non-linear. The proportional limit is determined by
inspection of the stress-strain curve. Using data point 7, the proportional limit for this material is
465.803 MPa
0.0000 percent](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F81c1f0b3-9977-4f04-8493-e0e0229eac16%2F8fc686b5-4a9a-4668-846b-8f9aa8ff9a05%2F5grd6uf_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A Stress-Strain Curves
Back File
Force Deformation
Stress
Strain
Stress (MPa)
Zoom
x 2
(kN)
(mm)
(MPa)
(mm/mm)
1.
0.000
0.00000
750.
2.
2.94
103.997
0.00000
700.
3
5.58
0.01
197.382
400.00E-06
4
8.52
0.02
301.380
800.00E-06
650.
5.
11.16
0.03
394.765
0.001200
600.
6
13.02
0.04
460.559
0.001600
7
13.16
0.05
465.511
0.002000
550.
8
13.22
0.08
467.634
0.003200
500.
9
13.22
0.08
467.634
0.003200
450.
10
13.25
0.10
468.695
0.004000
11
13.22
0.14
467.634
0.005600
400.
12
13.22
0.17
467.634
0.006800
350.
Force Units
Length Units
Stress Units
Strain Units
300.
kN
mm
MPa
mm/mm
250.
Specimen
Gage Length
Plotting
200.
Number of
150.
Points
25.00
Plot
100.
25
Area
50.
28.27
Set
0.
proportional
limit at point
Area Units
V 0.2% Offset Method
-50.
-5. 0.
5.
mm2
10. 15. 20. 25. 30. 35. 40. 45. 50. 55. 60. 65. 70. 75. 80. 85.
Strain ( x0.001 mm/mm)
7
V 0.05% Offset Method
Summary
Ultimate Stress
The ultimate stress (also called the ultimate strength) of the material is the largest stress on the
stress-strain curve. From the test data given, the ultimate stress for this material is 732.933 MPa.
ultimate Stress
Proportional Limit
Elastic Modulus
0.20% Yield Stress
0.05% Yield Stress
Percent Elongation
732.933 MPa
465.511 MPa
279,737.666 MPa
468.262 MPa
Proportional Limit
The stress-strain curve for most materials has an initial region in which the material stress is linearly
related to the material strain. The proportional limit marks the uppermost stress on this linear
portion of the stress-strain curve. The proportional limit is a stress. For stresses above the
proportional limit, the stress-strain relationship is non-linear. The proportional limit is determined by
inspection of the stress-strain curve. Using data point 7, the proportional limit for this material is
465.803 MPa
0.0000 percent
Expert Solution
![](/static/compass_v2/shared-icons/check-mark.png)
This question has been solved!
Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.
Step by step
Solved in 3 steps
![Blurred answer](/static/compass_v2/solution-images/blurred-answer.jpg)
Knowledge Booster
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.Recommended textbooks for you
![Structural Analysis](https://compass-isbn-assets.s3.amazonaws.com/isbn_cover_images/9781337630931/9781337630931_smallCoverImage.jpg)
![Structural Analysis (10th Edition)](https://www.bartleby.com/isbn_cover_images/9780134610672/9780134610672_smallCoverImage.gif)
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
![Principles of Foundation Engineering (MindTap Cou…](https://www.bartleby.com/isbn_cover_images/9781337705028/9781337705028_smallCoverImage.gif)
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
![Structural Analysis](https://compass-isbn-assets.s3.amazonaws.com/isbn_cover_images/9781337630931/9781337630931_smallCoverImage.jpg)
![Structural Analysis (10th Edition)](https://www.bartleby.com/isbn_cover_images/9780134610672/9780134610672_smallCoverImage.gif)
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
![Principles of Foundation Engineering (MindTap Cou…](https://www.bartleby.com/isbn_cover_images/9781337705028/9781337705028_smallCoverImage.gif)
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
![Fundamentals of Structural Analysis](https://www.bartleby.com/isbn_cover_images/9780073398006/9780073398006_smallCoverImage.gif)
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
![Sustainable Energy](https://www.bartleby.com/isbn_cover_images/9781337551663/9781337551663_smallCoverImage.gif)
![Traffic and Highway Engineering](https://www.bartleby.com/isbn_cover_images/9781305156241/9781305156241_smallCoverImage.jpg)
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning