Right answer is (c) \(∆=\frac{3pa^2}{2E(a^2+z^2)^\frac{1}{2}} \)
The explanation is: The elastic strain is given by,
\(∆=\frac{p}{E}\left[(2-2μ^2)(a^2+z^2)^\frac{1}{2}-\frac{(1+μ) z^2)}{(a^2+z^2)^\frac{1}{2}}+(μ+2μ^2-1)z\right]\)substituting μ=0.5,
∴ \(∆=\frac{3pa^2}{2E(a^2+z^2)^\frac{1}{2}}. \)