Let us assume that when oscillating the sphere traverses a circular path. If the elongation at equilibrium position be l, then
l/L = mg/AY
l = mgL/AY
The length in the equilibrium position L' = L+l
When oscillating the sphere will have a horizontal speed v at vertical position of the wire. This v will depend on the angle θ. P.E. of the sphere at this displacement angle =mg(L'-L'.cosθ)
{Taking the lowest position as zero potential energy level}
K.E. of the sphere at the vertical position of the wire =mv²/2
Equating both we get
mv²/2 = mgL'(1-cosθ)
mv² = 2mgL'(1-cosθ)
The total tension in the wire at vertical position
= mg + mv²/r = mg + 2mgL'(1-cosθ)/r
= mg{r + 2L'(1-cosθ)}/r
The stress in the wire at this time
= Tension in the wire/cross-sectional area
= (mg/rA){r+2L'(1-cosθ)}
Allowed elongation= l + 0.002 m (so that the sphere does not touch the floor)
Strain at this time = (l + 0.002)/L
Hence (l + 0.002)/L = (mg/rAY){r+2L'(1-cosθ)}
→mgL/AY + 0.002 = (mgL/rAY){r+2L'(1-cosθ)}
[substituting l with its expression]
→{r+2L'(1-cosθ)} = r + 0.002*rAY/mgL
→1-cosθ = 0.001*rAY/mgLL'
→cosθ = 1 -0.001*rAY/mgLL'
→cosθ=1-0.001*(L+l+0.002){π(0.001)²/4}*2x10¹¹/{20*10*4*(L+l)}
{Let us consider the 0.002 m length negligible in comparision to L', so L+l+0.002≈L+l, i.e r ≈ L'}
→cosθ = 1 - 0.196
→cosθ = 0.804
→θ = 36.4°