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
Change in length, ΔL=(AC+BC)−AB
ΔL=2AO−2L=2[AO−L]
ΔL=2[(L2+x2)12−L]
ΔL=2[L(12+x2L2)12−L]
For small values of x applying Binomial theorem,
⇒ΔL=2L[1+12x2L2]−2L=x2L
Longitudinal strain, ΔL2L=x2/L2L=x22L2.