A 6-kg weight is fastened to the end of a steel wire of un-stretched length 60 cm. It is whirled in a vertical circle and has an angular velocity of 2 revolutions per second at the bottom of the circle. The area of cross-section of the wire is 0.05cm2. Calculate the elongation of the wire when the weight is at the lowest point of the path. Young's modulus of steel = 2×1011 Pa.
3.77 ×10−4m
At the lowest position, T−mg=mω2l
or,T=mg+mω2l0+ΔlStress=Y×strain=YΔll0T=A×stress=A×Y(Δll0)or,A×Y(Δll0)=mg+mω2(l0+Δl)or,Δl=mg+mω2l0[(AYl0)−mω2]=3.77×10−4m