Pressure at bottom of sea $=\rho_w g h$
$\rho_w=1000 \,kg / m ^3=1 \,g / cc , \quad g=9.8 \,m / s ^2, h=1000 \,m$
$P=10^3 \times 9.8 \times 1000 \,N / m ^2$
$\text { Now } \frac{-\Delta V}{V}=\frac{P}{B} \quad\left\{\frac{-\Delta V}{V}=\frac{0.01}{100}\right. \text { (given) }$
$\frac{0.01}{100}=\frac{10^3 \times 9.8 \times 1000}{B}$
$B=9.8 \times 10^{10} \,N / m ^2$
[Assume length of wires $A$ and $B$ are same]
| Column $-I$ | Column $-II$ |
| $(a)$ Stress $\propto $ Strain | $(i)$ $M^1\,L^{-1}\,T^{-2}$ |
| $(b)$ Dimensional formula for compressibility | $(ii)$ $M^{-1}\,L^{1}\,T^{-2}$ |
| $(iii)$ Poisson’s ratio | |
| $(iv)$ Hooke’s law |
| List-$I$ | List-$II$ |
| $(A)$ A force thatrestores anelastic body of unit area to its original state | $(I)$ Bulkmodulus |
| $(B)$ Two equal andopposite forcesparallel toopposite faces | $(II)$Young'smodulus |
| $(C)$Forcesperpendiculareverywhere tothe surface perunit areasameeverywhere | $(III)$ Stress |
| $(D)$Two equal andopposite forceperpendicular toopposite faces | $(IV)$ Shearmodulus |
Choose the correct answer from the options given below: