A tensile test was performed on a steel specimen having an initial length of 40 cm and an initial diameter of 22 mm. The test results are recorded as follows:
P (KN) 4.00 6.25 9.00 9.25 10.00 11.25 13.75 13.25 12.50 10.00
δ (mm) 0.08 0.13 0.18 1.13 5.00 11.00 20.00 30.00 37.50 42.50
Plot the (P - δ) diagram then calculate the following:
1. Proportional limit stress,
2. Yield stress,
3. Ultimate stress,
4. Fracture stress,
5. Modulus of elasticity,
6. Elongation percentage,
7. Modulus of resilience,
8. Modulus of toughness.