One end of steel wire is fixed to ceiling of an elevator moving up with an acceleration of 2 m/s2 and a load of 10 kg hangs from the other end. Area of cross-section of the wire is 2 cm2. The longitudinal strain in the wire is
[ Y=2×1011 N/m2 ]
From F.B.D of block in accelerating frame of elevator,
Fpseudo=ma0
Tension in the wire,
T=m(g+a0)=10(10+2)=120 N
So, stress in the wire,
σ=TA=1202×10−4
⇒σ=6×105 N/m2
From Hooke's law, strain in the wire,
ϵ=σY
⇒ϵ=6×1052×1011=3×10−6.