A tube of uniform bore of cross-sectional area ' $A$ ' has been set up vertically with open end facing up.…
- $2 \pi \sqrt{\frac{\mathrm{MA}}{\mathrm{gd}}}$
- $\quad 2 \pi \sqrt{\frac{\mathrm{M}}{2 \mathrm{Adg}}}$
- $\quad 2 \pi \sqrt{\frac{M}{g}}$
- $2 \pi \sqrt{\frac{M}{g d A}}$
Solution

For a depression of y cm on one side, the level of liquid will be 2 y cm higher on the other side. $\therefore \quad$ Weight of extra liquid on the P -side $=2 \mathrm{Aydg}$ The above weight acts as the restoring force acting on mass M . $\therefore \quad$ Restoring acceleration $=-\frac{2 \mathrm{Aydg}}{\mathrm{M}} \ldots(-\mathrm{ve} \cdot$ sign indicates the acceleration and force are opposite to each other) ... (i) We know for simple harmonic motion, $a=-\left(\frac{k}{m}\right) x$
Comparing (i) and (ii), we see the motion is simple harmonic. $\begin{aligned} \therefore \quad \mathrm{T} & =2 \pi \sqrt{\frac{\text { Displacement }}{\text { Acceleration }}}=2 \pi \sqrt{\frac{\mathrm{y}}{\frac{2 \mathrm{Aydg}}{\mathrm{M}}}} \\ & =2 \pi \sqrt{\frac{\mathrm{M}}{2 \mathrm{Adg}}} \end{aligned}$ .
Asked in: MHT CET 2024 (03 May Shift 1)