Correct option is (4) 2G(1 + v) = Y
Relation b/w Y and G

\(\sigma_A=\tau sin2\theta\)
\(\sigma=\tau\times sin 2\times45°
\)
\(\sigma = \tau\times sin 90°
\)
\(\sigma=\tau\)
Principle stress along diagonal = \(\tau\)
eBD = \(\frac{\tau}E+\frac{\mu.\tau}{E}\)
Triangle strain along BD = \(\frac{\tau}E+\frac{\mu.\tau}E\)
= \(\frac{\tau}E(1+\mu)\)------(i)

Shear strain = θ = \(\frac{DD'}{AD}\)
Triangle strain along BD = \(\frac{BD'-BD}{BD}\)
= \(\frac{BE+D'E-BE}{BD}\)
= \(\frac{DE'}{BD}\)
\(\therefore\) Δ DD'E D'E = DD' x cos45°
= DD' x 1/√2
\(\therefore\) BD = \(\sqrt{AB^2+AD^2}\)
= \(\sqrt{(AD)^2+(AD)^2}\)
BD = √2AD
Triangle strain along BD = \(\cfrac{DD'\times\frac1{\sqrt2}}{\sqrt2 AD}\)
= \(\frac12\frac{DD'}{AD}\) = \(\frac12\theta\)------(ii)
equation (i) and (ii)
\(\frac{\tau}{e}(1+\mu)=\frac12\theta\)
\(\theta=\frac{\tau}c\)
\(\frac{\tau}E(1+\mu)=\frac12\frac\tau{c}\)
2c (1 + \(\mu\)) = E
E replace Y
\(\mu\) replace v
c replace G
2G(1 + v) = Y