Given:
L = 2m;
B = 7.5cm = 0.075m;
D = 5cm = 0.05m
P = 1000kN
δL = 2mm = 0.002m
δb = 10 × 10 – 6m.
Longitudinal strain eL = et = δL/L = 0.002/2 = 0.001
Lateral strain = δb/b = 10 × 10 – 6/0.075 = 0.000133
Tensile stress (along the length) σt = P/A = (1000 × 1000)/(0.075 × 0.05) = 0.267 × 109 N/m2
Modulus of elasticity, E = σt /et = 0.267 × 109 /0.001 = 267 × 109 N/m2
Poisson’s ratio = Lateral strain/ Longitudinal strain = (δb/b)/(δL/L) = 0.000133/0.001