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,
Expanding using binomial theorem,
We know, , hence
The new length is given by while the original length is AB. Hence, the change in length is
The Young’s modulus is given by
Now, we balance the forces.