load (KN) Elongation (mm) | PAL D 0-5 a. I 3-8 0.3 7-9 12.9 14-3 15-9 16.9 17-8 1.61 21-2 24-2 26-9 30 32.0 0-5 0-7 0-9 1 1-3 1-6 1-9 2-2 S-2 28 Calculation -compression Stress (6c) = & A compression strain (c) = Lo-Lf -young's Modulus (E) =

Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter8: Applications Of Plane Stress (pressure Vessels, Beams, And Combined Loadings)
Section: Chapter Questions
Problem 8.5.11P: The hollow drill pipe for an oil well (sec figure) is 6,2 in. in outer diameter and 0.75 in. in...
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load (KN) Elongationc
PAL
0.5
3-8
7-9
12-9
14-3
15-9
16.9
17-8
19.1
21-2
24-2
26-9
30
32.0
NO S
a. 1
0-3
0-5
0-7
0-9
1
1-1
11-3
1-6
1-9
n(mm)
2-2
2-5
28
calculation
-compression Stress (6c) = A
compression strain (c) = Lo-Lf
Lo
-young's Modulus (E)=0C
Ec
hight
= 6-8 mm.
d = 5.9 mm.
Transcribed Image Text:load (KN) Elongationc PAL 0.5 3-8 7-9 12-9 14-3 15-9 16.9 17-8 19.1 21-2 24-2 26-9 30 32.0 NO S a. 1 0-3 0-5 0-7 0-9 1 1-1 11-3 1-6 1-9 n(mm) 2-2 2-5 28 calculation -compression Stress (6c) = A compression strain (c) = Lo-Lf Lo -young's Modulus (E)=0C Ec hight = 6-8 mm. d = 5.9 mm.
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