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Question

The stretch in a steel rod of circular section, having a length 'l' subjected to a tensile load' P' and tapering uniformly from a diameter d1 at one end to adiameter d2 at the other end, is _____

A
proportional to P.
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B
inversly proportional to product of end circular diameters.
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C
inversly proportional to youngs modulus of steel.
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D
all of the above
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Solution

The correct options are
A proportional to P.
B inversly proportional to product of end circular diameters.
From Hook's law we know,
strainstress
strain=K×stress[K=Constant]
K×ForceArea
Here, stretch=L×pd1d2

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