Given : Y=2×1011N/m2,ρ=104kg/m3Y=2×1011N/m2,ρ=104kg/m3
A
9mm
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B
10mm
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C
18mm
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D
3mm
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Solution
The correct option is A9mm Mass of shaded portion m′=ml(l−x) [where m = total mass = ρAl] T=m′ω2[l−x2+x]⇒T=ml(l−x)ω2(l+x2)T=mω22l(l2−x2) m′ω{l−x2+x} this tension will be maximum at A(mω2l2) and minimum at 'B' (zero) elongation in element of width 'dx' = TdxAY Total elongation δ=∫TdxAY=∫l0mω2(l2−x2)2lAYdx