Correct Answer - Option 3 : 0.3 mm
Concept:
Deflection of circular bar under axial loading
\(δ = \frac{4PL}{\pi d^2E}\)
where P = load, L = length, d = diameter of cross sectional area, E = Young's modulus
Calculation:
Given:
For case-1: P1 = 500 N, δ1 = 2.4 mm, L1 = L, d1 = d, δ1 = 2.4 mm
For case-2: P2 = 500 N, δ2 = 2.4 mm, L2 = \(\frac{L}{2}\), d2 = 2d
let E be the Young's modulus for both the cases, hence ratio of deflecction in both the case is;
\(\frac{δ_1}{δ_2} = \frac{\frac{4PL_1}{\pi d_1^2E}}{\frac{4PL_2}{\pi d_2^2E}}\)
\(\frac{δ_1}{δ_2} = \frac{\frac{L}{d^2}}{\frac{L}{2(2d)^2}}\)
\(\frac{δ_1}{δ_2} = 8\)
\(\frac{δ_2}{δ_1} = \frac{1}{8}\)
\(δ_2 = \frac{1}{8}\times 2.4\)
δ2 = 0.3 mm
Hence deflection under the same load for second case is 0.3 mm