Question: Load (kip) Elongation (in.) steel 0 0 A tension test was performed on a specimen having an original diameter of 0.503 in. and gage length of 2.00 in. The data is listed in the table beside. 1.50 0.0005 4.60 0.0015 8.00 0.0025 11.00 0.0035 11.80 0.0050 1. Plot the stress-strain diagram (better to use a software like MS Excel) and determine approximately 11.80 0.0080 12.00 0.0200 16.60 0.0400 a. the modulus of elasticity, 20.00 0.1000 21.50 0.2800 b. the yield stress, 19.50 0.4000 18.50 0.4600 c. the ultimate stress, d. the fracture stress. Use a scale of 1 in. = 20 ksi and 1 in. = 0.05 in.>in. 2. Redraw the elastic region (on the same graph), using the same stress scale but a strain scale of 1 in. = 0.001 in.>in.

Elements Of Electromagnetics
7th Edition
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Author:Sadiku, Matthew N. O.
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STATICS AND STENGITH OF MATERIALS
Question:
Load (kip) Elongation (in.)
0
0
A tension test was performed on a steel
specimen having an original diameter of 0.503
in. and gage length of 2.00 in. The data is listed
in the table beside.
1.50
0.0005
4.60
0.0015
8.00
0.0025
11.00
0.0035
11.80
0.0050
1. Plot the stress-strain diagram (better to use
a software like MS Excel) and determine
approximately
11.80
0.0080
12.00
0.0200
16.60
0.0400
a. the modulus of elasticity,
20.00
0.1000
21.50
0.2800
b. the yield stress,
19.50
0.4000
18.50
0.4600
c. the ultimate stress,
d. the fracture stress.
Use a scale of 1 in. = 20 ksi and 1 in. = 0.05 in.>in.
2. Redraw the elastic region (on the same graph), using the same stress scale but a
strain scale of 1 in. = 0.001 in.>in.
Transcribed Image Text:STATICS AND STENGITH OF MATERIALS Question: Load (kip) Elongation (in.) 0 0 A tension test was performed on a steel specimen having an original diameter of 0.503 in. and gage length of 2.00 in. The data is listed in the table beside. 1.50 0.0005 4.60 0.0015 8.00 0.0025 11.00 0.0035 11.80 0.0050 1. Plot the stress-strain diagram (better to use a software like MS Excel) and determine approximately 11.80 0.0080 12.00 0.0200 16.60 0.0400 a. the modulus of elasticity, 20.00 0.1000 21.50 0.2800 b. the yield stress, 19.50 0.4000 18.50 0.4600 c. the ultimate stress, d. the fracture stress. Use a scale of 1 in. = 20 ksi and 1 in. = 0.05 in.>in. 2. Redraw the elastic region (on the same graph), using the same stress scale but a strain scale of 1 in. = 0.001 in.>in.
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