A steel rod of diameter 1cm is clamped firmly at each end when its temperature is 25∘C so that it cannot contract on cooling. The tension in the rod at 0∘C is approximately
(α=(10−5)∘C−1,Y=2×1011Nm−2)
A
4000N
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B
7000N
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C
7400N
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D
4700N
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Solution
The correct option is A4000N Stress = Strain×Y
Where, Y is the Young's modulus of elasticity
Strain=ΔLL=α(Δθ)
Where, Δθ is the temperature difference
And, Sress=Tension in the rodCross-sectional area=Tπ4d2