A steel wire of cross-sectional area 0.5 mm2 is held between two fixed supports. If the wire is just taut at 20∘ C, determine the tension when the temperature falls to 0∘ C. Coefficient of linear expansion of steel is 1.2×10−5 ∘C−1 and its Young's modulus is 2.0×1011 Nm−2
Given A=0.5 mm2=0.5×10−6m2
T1=20∘, T2=0∘C
αs=1.2×10−5/ ∘C
γ=2×1011 n/m2
Decrease in length due to compression
LαΔθ . . .(1)
γ=stressstrain=FA×LΔL
⇒ ΔL=FLAY
Tension is developed due to (1) and (2). Equating (1) and (2).
LαΔθ=FLAY
⇒ F=αΔ θAY
=1.2×10−5×(20−0)×0.5×10−6×2×1011
=1.2×20=24N