Outer diameter, D = 30 mm = 0.03 m Thickness, t = 50 mm = 0.05 m Length, L = 4 m
Stress produced, σ = 750 kN/m2
E = 1.5 x 10^8 kN/m2
Here diameter of the cylinder, d = D – 2t = 0.03 – 2 × 0.05 = 0.07 m
(i) Magnitude of the load P: Using the relation,
σ =P/A or P = σ × A = 750 × Π/4 (D2 – d2 ) = 750 × Π/4 (0.03 – 0.07) or P = 23.5619 kN
(ii) Longitudinal strain produced, e : Using the relation, Strain, (e) = stress/E = 750/1.5 x 10^8 = 0.000005
(iii)Total decrease in length, dL: Using the relation, Strain = change in length/original length = dLA/L 50 = dLA/4 dLA = 0.000005 × 4m = 0.00002m=0.02mm
Hence decrease in length = 0.02 mm
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