A steel wire of uniform cross - sectional area 2 mm2 is heated up to 50∘C and is stretched by clamping its two ends rigidly. The change in tension when the temperature falls from 50∘ C to 30∘C is
(coefficient of linear expansion α=1.1×10−5/∘C,Youngs modulus Y=2.0×1011Nm2)
As the temperature is reduced from 50∘C to 30∘C rod should contract. But in this case the rod is clamped at both the ends, so stress is created in the rod.
From Stress strain relationship
σ∝ϵ
σ=Yϵ
σ=YlΔl=FA
Here Δl is change in length due to temperature change
Hence Δl=lαΔT
Change in tension:
F=YAlΔl =YAαΔT
=2×1011×2××10−6×1.1×10−5×(50−30)
=88 N