load (KN) Elongation (mm) AL D O 0.5 0.3 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 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) = C Lo Ec hight = 6.5mm. d = 5.9 mm.

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load (KN) Elongation (mm)
AL
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
2-2
2-5
28
calculation
-compression Stress (6c) = A
compression strain (c) = Lo-Lf
Lo
-young's Modulus (E) =
hight = 6.5mm
d = 5.9 mm.
Ec
solve fast
ase
Plea
Transcribed Image Text:load (KN) Elongation (mm) AL 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 2-2 2-5 28 calculation -compression Stress (6c) = A compression strain (c) = Lo-Lf Lo -young's Modulus (E) = hight = 6.5mm d = 5.9 mm. Ec solve fast ase Plea
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