A 14.5 \mathrm{~kg} mass, fastened to the end of a steel wire of unstretched length 1.0 \mathrm{~m}, is whirled in a vertical circle with an angular velocity of 2 \mathbf{r e v} / \mathrm{s} at the bottom of the circle. The crosssectional area of the wire is 0.065 \mathrm{~cm}^{2} . Calculate the elongation of the wire when the mass is at the lowest point of its path.
A 14.5 \mathrm{~kg} mass, fastened to the end of a steel wire of unstretched length 1.0 \mathrm{~m}, is whirled in a vertical circle with an angular velocity of 2 \mathbf{r e v} / \mathrm{s} at the bottom of the circle. The crosssectional area of the wire is 0.065 \mathrm{~cm}^{2} . Calculate the elongation of the wire when the mass is at the lowest point of its path.

Mass is given as m=14.5 \mathrm{~kg}

Length of the steel wire is given as \mid=1 \mathrm{~m}

Angular velocity is given as v=2 rev/s

Cross-sectional area of the wire is given as A=0.065 \times 10^{-4} \mathrm{~m}^{2}

When the mass is at the lowest point of the vertical circle, total pulling force on the steel wire will be,

\mathrm{F}=\mathrm{mg}+ \operatorname{mr} \omega^{2}
=14.5 \times 9.8+14.5 \times 1 \times(12.56)^{2}
=2429.53 \mathrm{~N}

Young’s modulus = Stress / Strain

Y=\frac{F}{A} \frac{l}{\Delta l}

\Delta l=\frac{F}{A} \frac{l}{Y}

\Delta l=\frac{2429.53\times1}{0.065\times10^{-4}}\times(2\times1011)

As a result, the elongation of the wire when the mass is at the lowest is 1.87\times10^{-3}