A steel rod is clamped at its two ends and rests on a fixed horizontal base. The rod is unstrained at 20∘ C. Find the longitudinal strain developed in the rod if the temperature rises to 50∘ C. Coefficient of linear expansion of steel =1.2×10−5 ∘C−1.
Given, θ1=20∘C, θ2=50∘C
αsteel=1.2×10−5/ ∘C
Longitudinal strain = ?
Strain =ΔLL−LαΔθL=αΔθ
=1.2×10−5×(50−20)
=1.2×10−5×30
=36×10−5=3.6×10−4
The strain is opposite to the direction of expansion.