All three wires have the same original length and support the rigid bar symmetrically. If each wire has the same tension, then each must undergo the same extension, so each has the same strain.
For a wire:
\( Y = \dfrac{\text{stress}}{\text{strain}} = \dfrac{T/A}{\Delta L / L} \Rightarrow Y \propto \dfrac{1}{A} \) (since \( T, L, \Delta L \) are same)
Thus, for different materials under the same tension and strain:
\( Y \propto \dfrac{1}{A} \Rightarrow A \propto \dfrac{1}{Y} \)
For a circular wire of diameter \( d \):
\( A = \dfrac{\pi d^{2}}{4} \Rightarrow A \propto d^{2} \)
So
\( d^{2} \propto \dfrac{1}{Y} \Rightarrow d \propto \dfrac{1}{\sqrt{Y}} \)
Let \( d_{\text{Cu}} \) and \( d_{\text{Fe}} \) be the diameters of copper and iron wires, respectively. Then:
\( \dfrac{d_{\text{Cu}}}{d_{\text{Fe}}} = \sqrt{\dfrac{Y_{\text{Fe}}}{Y_{\text{Cu}}}} \)
Substitute values:
\( \dfrac{d_{\text{Cu}}}{d_{\text{Fe}}} = \sqrt{\dfrac{1.9 \times 10^{11}}{1.2 \times 10^{11}}} = \sqrt{\dfrac{19}{12}} \approx \sqrt{1.583} \approx 1.26 \)
Required ratio of diameters (copper : iron) \( d_{\text{Cu}} : d_{\text{Fe}} \approx 1.26 : 1 \) (often rounded to \( \approx 1.25 : 1 \)).

The elastic behavior of material for linear stress and linear strain, is shown in the figure. The energy density for a linear strain of 5×10–4 is ____ kJ/m3. Assume that material is elastic up to the linear strain of 5×10–4