Since the rigid bar is supported symmetrically by three wires each of length 2 m, the extension is same in all the three wires. Thus strain is same.
Y
∴ Y α\(\frac{1}{d^2}\)
Yi = Young’s modulus of Iron
di = diameter of iron wire
Yc = Young’s modulus of copper
dc = diameter of copper wire.
Yi = 190 × 109 N m-2
Yc = 110 × 109 N m-2