Cross sectional area of specimen A = 1.5 cm2 = 1.5 × 10–4 m2
Increase in length over 5cm gauge length δL = 0.05mm = 0.05 × 10–3 m
Axial load W = 30KN
Load at elastic limit = 50KN
Strain energy stored in the specimen
= σ2A.L/2E =1/2. W. δL = 1/2× (30 × 1000) × 50 × 10–3
U = 0.75 Nm or J
Also E = W.L/A.δL
= {(30 × 1000) × (5/100)}/{(1.5 × 10–4) × (0.05 × 10–3)}
= 200 × 109 = 200 GN/m2
Elongation at elastic limit, δL
δL = W.L/A.E = {(50 × 1000) × (5/100)}/{(1.5 × 10–4) × (200 × 109)}
δL = 0.0000833 m = 0.0833 mm