A steel rod is rigidly clamped at its two ends. The rod is under zero tension at 20∘ C. If the temperature rises to 100∘ C, what force will the rod exert on one of the clamps? Area of cross section of the rod = 2.0 mm2. Coefficient of linear expansion of steel =12.0×10−6 ∘ C−1 and Young's modulus of steel = 2.00×1011 Nm−2.
θ1=20∘C, θ2=100∘C
A=2mm2=2×10−6m2
αsteel=12×10−6/∘C
Ysteel=2×1011 N/m2
Force exerted on the clamps = ?
FAstrain=Y
F=Y×ΔLL×A
YL αΔθAL=YA αΔθ
=2×1011×2×10−6×12×10−6×80
=48×80×10−1=384 N