Given:
Initial liquid pressure \( P_i = 1 \, \text{atm} \)
Final liquid pressure \( P_f = 5 \, \text{atm} \)
The pressure change is calculated as:
\( \Delta P = P_f - P_i = 4 \, \text{atm} = 4 \times 10^5 \, \text{Pa} \)
The volume change is:
\( \Delta V = -0.8 \, \text{cm}^3 \)
The bulk modulus \( B \) is provided as:
\( B = 2 \times 10^9 \, \text{Pa} \)
Using the bulk modulus formula:
\( B = - \frac{\Delta P}{\frac{\Delta V}{V}} \)
The volume \( V \) can be determined using:
\( V = -B \times \left( \frac{\Delta V}{\Delta P} \right) \)
Substituting the provided values:
\( V = -2 \times 10^9 \times \left( \frac{-0.8 \times 10^{-6}}{4 \times 10^5} \right) \)
The resulting volume \( V \) is:
\( V = 4 \times 10^{-3} \, \text{m}^3 = 4 \, \text{litre} \)
One end of a steel wire is fixed to the ceiling of an elevator moving up with an acceleration \( 2\,\text{m/s}^2 \) and a load of \( 10\,\text{kg} \) hangs from the other end. If the cross-section of the wire is \( 2\,\text{cm}^2 \), then the longitudinal strain in the wire is given. (Take \( g=10\,\text{m/s}^2 \) and \( Y=2.0\times10^{11}\,\text{N/m}^2 \)). 