A copper bar of 25cm length is fixed by means of supports at its ends. Supports can yield (total) by 0.01cm. If the temperature of the bar is raised by 100oC, then the stress induced in the bar for αc=20×10−6oC and Ee=1×106kg/cm2 will be
A
2×102kg/cm2
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B
4×102kg/cm2
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C
8×102kg/cm2
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D
16×102kg/cm2
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Solution
The correct option is D16×102kg/cm2 The elongation in the bar due to increase in temperature =LαΔT ∴σ=(LαΔT−δL)E=E(αΔT−ΔL) =1×106×(20×10−6×100−0.0125) =1600kg/cm2