
$\mathrm{T}-10=1 \mathrm{a}$ $...(2)$
$\Rightarrow \mathrm{T}=\frac{40}{3} \mathrm{N}$
Stress $=\frac{\mathrm{T}}{\mathrm{A}} \Rightarrow 2 \times 10^{9}=\frac{40 / 3}{\mathrm{A}}$
$A=\frac{20}{3} \times 10^{-9} \mathrm{m}^{2}$
$\pi r^{2}=\frac{20}{3} \times 10^{-9}$
$r=\left(\frac{20}{3} \times \frac{10^{-9}}{3.14}\right)^{1 / 2}=0.46 \times 10^{-4} \mathrm{m}$
| Column $-I$ | Column $-II$ |
|
$(a)$ Stress is proportional to strain. |
$(i)$ Elastic limit |
| $(b)$ When the load of the wire is removed, the body does regain its original dimension. | $(ii)$ Limit of pro-portionality |
| $(iii)$ Plastic deformation |


| Column $-I$ | Column $-II$ |
|
$(a)$ Stress is proportional to strain. |
$(i)$ Elastic limit |
| $(b)$ When the load of the wire is removed, the body does regain its original dimension. | $(ii)$ Limit of pro-portionality |
| $(iii)$ Plastic deformation |
