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Question

A mild-steel wire of length 2L and cross-sectional area A is stretched, well within the elastic limit, horizontally between two pillars. A mass m is suspended from the midpoint of the wire. Strain in the wire is



A
x22L2
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B
xL
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C
x2L
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D
x22L
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Solution

The correct option is A x22L2

Change in length, ΔL=(AC+BC)AB

ΔL=2AO2L=2[AOL]

ΔL=2[(L2+x2)12L]

ΔL=2[L(12+x2L2)12L]

For small values of x applying Binomial theorem,
ΔL=2L[1+12x2L2]2L=x2L
Longitudinal strain, ΔL2L=x2/L2L=x22L2.


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