A steel wire of original length 1 m and cross-sectional area 4.00 mm2 is clomped at the two ends so that it lies horizontally and without tension. If n load of 2.16 kg is upending from (he middle point of the wire, what would be its vertical depression? Y of the steel = 2.0 × 1011 N m-2. Take
g 10 m s-2.
1.5 cm
Given, length of the wire, ![]()
Cross-sectional area, ![]()
Weight of the load, ![]()
Young modulus of the wire, ![]()

Let T define the tension in the wire due to the load.
Now, from the figure,
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Expanding using binomial theorem,

We know,
, hence ![]()
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The new length is given by
while the original length is AB. Hence, the change in length is
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The Young’s modulus is given by ![]()

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Now, we balance the forces.
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