A 6-kg weight is fastened to the end of a steel wire of unstreched length 60 cm. It is whirled in a vertical circle and has an angular velocity of 2 revolution per second at the bottom of the circle. The area of cross-section of the wire is 0.05cm2. The elongation of the wire when the weight is at the lowest point of the path is (Ysteel=2×1011Pa)
Let l be the length of the at the bottommost point. l=l0+Δl.
We have,
Δl=Wl0YA. Also TA=YAΔll0
In the rest frame of the weight, we have at the bottommost position
T=mg+mω2l
YAΔll0=mg+mω2(l0+Δl)
On solving and substituting,
Δl=mg+mω2l0YAl0−mω2
=3.77×10−4m