Since Stress ∝\propto∝ strain
Then
Stress=Y(strain)Stress = Y(strain)Stress=Y(strain)
FA=Y(strain)\frac{F}{A} = Y(strain)AF=Y(strain) where F is the force and A is the area.
then
F=AY(strain)F = AY(strain)F=AY(strain)
Let strain be 0.0001 for sake of simplicity
F=9.86∗1010∗π∗(9.5∗10−42)2∗0.0001=6.98NF = 9.86*10^{10} * \pi*(\frac{9.5*10^{-4}}{2})^2*0.0001 = 6.98 NF=9.86∗1010∗π∗(29.5∗10−4)2∗0.0001=6.98N
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