cord the stress and strain data as presented in Table 1. A 50 mm gauge arked on the specimen before the load applied. Table 1

Structural Analysis
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Chapter2: Loads On Structures
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(b) A tensile test was conducted on reinforcement steel bar having a diameter of 10 mm to
record the stress and strain data as presented in Table 1. A 50 mm gauge length was
marked on the specimen before the load applied.
Table 1
No.
Stress
Strain
No.
Stress
Strain
(MPa)
(mm/mm)
(MPa)
(mm/mm)
1.
0.00
0.0000
8.
357.78
0.0336
118.41
0.0010
9.
361.60
0.0400
3.
189.71
0.0040
10.
364.15
0.0466
4.
225.36
0.0065
11.
367.97
0.0536
5.
285.21
0.0135
12.
361.60
0.0600
6.
320.86
0.0200
13.
350.14
0.0666
7.
346.32
0.0266
14.
332.32
0.0736
Note: All the answers should be labelled and shown in the graph paper.
v) Determine the percentage reductio. area if final diameter for the tested specimen
after fracture is 8 mm.
Determine the final length of the tested specimen if the specimen elongated about
40.76%.
Transcribed Image Text:(b) A tensile test was conducted on reinforcement steel bar having a diameter of 10 mm to record the stress and strain data as presented in Table 1. A 50 mm gauge length was marked on the specimen before the load applied. Table 1 No. Stress Strain No. Stress Strain (MPa) (mm/mm) (MPa) (mm/mm) 1. 0.00 0.0000 8. 357.78 0.0336 118.41 0.0010 9. 361.60 0.0400 3. 189.71 0.0040 10. 364.15 0.0466 4. 225.36 0.0065 11. 367.97 0.0536 5. 285.21 0.0135 12. 361.60 0.0600 6. 320.86 0.0200 13. 350.14 0.0666 7. 346.32 0.0266 14. 332.32 0.0736 Note: All the answers should be labelled and shown in the graph paper. v) Determine the percentage reductio. area if final diameter for the tested specimen after fracture is 8 mm. Determine the final length of the tested specimen if the specimen elongated about 40.76%.
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