Given:
Temperature of the rod at zero tension, T1 = 20 °C
Final temperature, T2 = 100 °C
Change in temperature, = 80 °C
Cross-sectional area of the rod, A = 2 mm2 = 2 × 106 m2
Coefficient of linear expansion of steel, α = 12 ×10–6 °C1
Young's modulus of steel, Y = 2 × 1011 Nm
Let L be the length of the steel rod at 20 °C and L' be the length of steel rod at 100 °C.
Change of length of the rod, = L' L
If F be the force exerted by the rod on one of the clamps due to rise in temperature, then
Therefore, the rod will exert a force of 384 N on one of the clamps.