Tensile stress σx and σy acts right angle to each other on the element, if the strain in the direction of σx is twice the strain in the direction of σy, then the ratio of \(\frac{\sigma_x}{\sigma_y}\) is

1
\( \frac{2+\mu}{1-2\mu}\)
2
\( \frac{2+\mu}{1+2\mu}\)
3
\( \frac{2-\mu}{1+2\mu}\)
4
\( \frac{1+2\mu}{2+\mu}\)
5
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