(a) Young’* modulus of elasticity is given by:
where the load at the limit of proportionality
F = 85 kN = 85000 N,
L = gauge length = 40 mm = 0.040 m,
A = cross-sectional area = πd2/4
= π(0.015)2/4
0.0001767 m2, and
x = extension = 0.075 mm = 0.000075 m
Hence, Young’* modulus of elasticity
= 256.6 × 109 Pa = 256.6 GPa
(b) Ultimate tensile strength
(c) Stress at limit of proportionality
= load at limit of proportionality/cross-sectional area
= 85000/0.0001767 = 481 × 106 Pa = 481 MPa
(d) Percentage elongation