2. COMPUTE THE: A. PROPORTIONAL LIMIT B. MODULUS OF ELASTICIT Y C. YIELD STRESS AT 0.2 % OFFSET D. ULTIMATE STRESS E. NOMINAL RUPTURE STRESS Use a scale of 1cm = 25MPa and 1cm=0.025mm/mm. For Last name starts from A-L, the load given in the table is added by 1.0kN except for Load OkN. For Last Name, starts from M-Z, the load given in the table is added by 2.5kN. Elongations do not change. A tension test was performed on a steel specimen having an original diameter of 12.5 mm and gauge length of 50 mm. Using the data listed in the table, plot the stress-strain diagram. Load (kN) Elongation (mm) 0 0 11.1 0.0175 31.9 0.0600 37.8 0.1020 40.9 0.1650 43.6 0.2490 53.4 1.0160 62.3 3.0480 64.5 6.3500 62.3 8.8900 58.8 11.9380
2. COMPUTE THE: A. PROPORTIONAL LIMIT B. MODULUS OF ELASTICIT Y C. YIELD STRESS AT 0.2 % OFFSET D. ULTIMATE STRESS E. NOMINAL RUPTURE STRESS Use a scale of 1cm = 25MPa and 1cm=0.025mm/mm. For Last name starts from A-L, the load given in the table is added by 1.0kN except for Load OkN. For Last Name, starts from M-Z, the load given in the table is added by 2.5kN. Elongations do not change. A tension test was performed on a steel specimen having an original diameter of 12.5 mm and gauge length of 50 mm. Using the data listed in the table, plot the stress-strain diagram. Load (kN) Elongation (mm) 0 0 11.1 0.0175 31.9 0.0600 37.8 0.1020 40.9 0.1650 43.6 0.2490 53.4 1.0160 62.3 3.0480 64.5 6.3500 62.3 8.8900 58.8 11.9380
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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Question
SHOW COMPLETE AND CLEAN SOLUTION and DRAW ILLUSTRATION
![2. COMPUTE THE:
A. PROPORTIONAL LIMIT
B. MODULUS
OF
ELASTICIT
Y
C. YIELD STRESS AT 0.2%
OFFSET
D. ULTIMATE STRESS
E. NOMINAL RUPTURE
STRESS
Use a scale of 1cm = 25MPa and
1cm=0.025mm/mm.
For Last name starts from A-L, the load given in
the table is added by 1.0kN except for Load OkN.
For Last Name, starts from M-Z, the load given in
the table is added by 2.5kN. Elongations do not
change.
A tension test was performed on a steel specimen
having an original diameter of 12.5 mm and gauge length
of 50 mm. Using the data listed in the table, plot the
stress-strain diagram.
Load (kN)
Elongation (mm)
0
0
11.1
0.0175
31.9
0.0600
37.8
0.1020
40.9
0.1650
43.6
0.2490
53.4
1.0160
62.3
3.0480
64.5
6.3500
62.3
8.8900
58.8
11.9380](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F4404817c-5265-442d-b185-2c6a2f3fda3a%2Fc3883aa9-d285-4ee1-b73b-2572db8c751f%2Fonl8a1_processed.jpeg&w=3840&q=75)
Transcribed Image Text:2. COMPUTE THE:
A. PROPORTIONAL LIMIT
B. MODULUS
OF
ELASTICIT
Y
C. YIELD STRESS AT 0.2%
OFFSET
D. ULTIMATE STRESS
E. NOMINAL RUPTURE
STRESS
Use a scale of 1cm = 25MPa and
1cm=0.025mm/mm.
For Last name starts from A-L, the load given in
the table is added by 1.0kN except for Load OkN.
For Last Name, starts from M-Z, the load given in
the table is added by 2.5kN. Elongations do not
change.
A tension test was performed on a steel specimen
having an original diameter of 12.5 mm and gauge length
of 50 mm. Using the data listed in the table, plot the
stress-strain diagram.
Load (kN)
Elongation (mm)
0
0
11.1
0.0175
31.9
0.0600
37.8
0.1020
40.9
0.1650
43.6
0.2490
53.4
1.0160
62.3
3.0480
64.5
6.3500
62.3
8.8900
58.8
11.9380
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