Given P = 500 kN, l = 20 cm, Δl = 0.05 cm, Δt = 0.0045 cm.
Area of cross section A = 5 x 5 = 25 cm2
Longitudinal strain
ε = Δl/l = 0.05/20 = 0.0025 ( compressive)
stress σ = P/A = 500 x 103 /25 x 10-4 = 200 MPa (compressive)
Young’s Modulus
E = σ/ε = 200 x 106 /0.0025 = 80 GPa
Lateral strain
Δt/t = 0.0045/5 = 0.0009 (tensile)
Poisson’s Ratio
v = Lateral strain/Longitudinal = 0.0009/0.0025 = 0.36