Simple Harmonic Motion
A tank contains two immiscible liquids of densities $6\rho$ and $2\rho$. The higher density liquid is filled up to a height $L/2$ from the bottom. A thin rod of density $\rho$ and length $L$ is fully immersed and hinged at the bottom so that it can oscillate freely, as shown in the figure. If the rod is slightly disturbed from its equilibrium, the time period of small oscillations is $\frac{2\pi}{n}\sqrt{\frac{L}{g}},$ where $g$ is the acceleration due to gravity. The value of $n$ is:

Explanation:
Let a uniform thin rod of mass $M$, length $L$, cross-sectional area $A$, and density $\rho$ be hinged at the bottom of the tank (origin $O$). The total mass of the rod can be expressed as:
$M = \rho A L$
The lower layer has a density $\rho_1 = 6\rho$ and extends from $y = 0$ to $y = \frac{L}{2}$
The upper layer has a density $\rho_2 = 2\rho$ and extends from $y = \frac{L}{2}$ to $y = L$.
When the rod is tilted by a small angle $\theta$ relative to the vertical axis, the forces exert a torque about the hinge $O$:
Gravitational force $F_g = Mg$ is acting downwards at the center of mass.
Buoyant force $(F_{B1})$ from the lower heavy liquid layer.
Buoyant Force $(F_{B2})$ from the upper lighter liquid layer.
The mass of the rod is uniformly distributed, so its center of mass lies exactly at its geometric center, which is at a distance of $\frac{L}{2}$ from the hinge $O$.
When tilted by an angle $\theta$, the restoring torque due to gravity tending to pull the rod back towards the vertical line is :
$\tau_g = -Mg\left(\frac{L}{2}\right)\sin\theta$
Using the small-angle approximation $\sin\theta \approx \theta$ :
$ \tau_g=-(\rho \mathrm{AL}) \mathrm{g} \frac{\mathrm{~L}}{2} \theta=-\frac{1}{2} \rho \mathrm{Ag} \mathrm{~L}^2 \theta $
The buoyant force on any submerged segment of a body equals the weight of the fluid displaced by that segment. Since the buoyant force acts upwards, it pushes the rod away from the vertical axis, creating an overturning torque that opposes gravity.

For lower segment $\mathrm{y}=0$ to $\mathrm{y}=\frac{\mathrm{L}}{2}$ :
The length of this segment inside the lower liquid is $\mathrm{l}_1=\frac{\mathrm{L}}{2}$.
The mass of the displaced liquid is $\mathrm{M}_{\mathrm{fluid} 1}=\rho_1 \mathrm{Al}_1=(6 \rho) \mathrm{A}\left(\frac{\mathrm{L}}{2}\right)=3 \rho \mathrm{AL}$.
So, the buoyant force is :
$ \mathrm{F}_{\mathrm{B} 1}=3 \rho \mathrm{ALg} $
Since the segment is uniform, this force acts at its midpoint, which is at a distance of $\mathrm{y}_1=\mathrm{L} 4$ from the hinge O.
The torque due to $\mathrm{F}_{\mathrm{B} 1}$ about the hinge is :
$ \tau_{\mathrm{B} 1}=+\mathrm{F}_{\mathrm{B} 1} \cdot \mathrm{y}_1 \sin \theta \approx+(3 \rho \mathrm{ALg})\left(\frac{\mathrm{L}}{4}\right) \theta=+\frac{3}{4} \rho \mathrm{Ag} \mathrm{~L}^2 \theta $
For the upper segment $y=\frac{L}{2}$ to $y=L$ :
The length of this segment inside the upper liquid is $\mathrm{l}_2=\frac{\mathrm{L}}{2}$.
The mass of the displaced liquid is $\mathrm{M}_{\text {fluid2 }}=\rho_2 \mathrm{Al}_2=(2 \rho) \mathrm{A}\left(\frac{\mathrm{L}}{2}\right)=\rho \mathrm{AL}$.
So, the buoyant force is :
$ \mathrm{F}_{\mathrm{B} 2}=\rho \mathrm{ALg} $
This force acts at the midpoint of the upper segment. The distance of this midpoint from the hinge O is :
$ \mathrm{y}_2=\frac{\mathrm{L}}{2}+\frac{\mathrm{L}}{4}=\frac{3 \mathrm{~L}}{4} $
The torque due to $\mathrm{F}_{\mathrm{B} 2}$ about the hinge is :
$\tau_{B2} = +F_{B2} \cdot y_2 \sin \theta \approx +(\rho A L g)\left(\frac{3L}{4}\right)\theta = +\frac{3}{4}\rho A g L^2\theta$
The net restoring torque $\tau_{\text{net}}$ acting on the rod about the hinge O is
$\tau_{\text{net}} = \tau_g + \tau_{B1} + \tau_{B2}$
$\tau_{\text{net}} = -\frac{1}{2}\rho A g L^2\theta + \frac{3}{4}\rho A g L^2\theta + \frac{3}{4}\rho A g L^2\theta$
$\tau_{\text{net}} = \left(-\frac{1}{2} + \frac{3}{4} + \frac{3}{4}\right)\rho A g L^2\theta$
$\tau_{\text{net}} = +1\cdot \rho A g L^2\theta$
The positive sign indicates that the net torque is in the direction opposite to the angular displacement $\theta$
$\tau_{\text{restoring}} = -\rho A g L^2\theta$
The moment of inertia $I$ of a uniform thin rod of mass $M$ and length $L$ rotating about an axis passing through one of its ends is derived as :
$I = \frac{1}{3}ML^2$
Substituting $M = \rho A L$:
$I = \frac{1}{3}(\rho A L)L^2 = \frac{1}{3}\rho A L^3$
The equation of rotational simple harmonic motion is given by:
$I\alpha = \tau_{\text{restoring}} \Rightarrow I\frac{d^2\theta}{dt^2} = -\rho A g L^2\theta$
$\left(\frac{1}{3}\rho A L^3\right)\frac{d^2\theta}{dt^2} = -\rho A g L^2\theta$
$\frac{1}{3}L\frac{d^2\theta}{dt^2} = -g\theta \Rightarrow \frac{d^2\theta}{dt^2} + \left(\frac{3g}{L}\right)\theta = 0$
Comparing with standard SHM equation $\frac{d^2\theta}{dt^2} + \omega^2\theta = 0$, the angular frequency $\omega$ is :
$\omega = \sqrt{\frac{3g}{L}}$
So, the time period $T$ of the small oscillations is :
$T = \frac{2\pi}{\omega} = 2\pi\sqrt{\frac{L}{3g}} = \frac{2\pi}{\sqrt{3}}\sqrt{\frac{L}{g}}$
$\Rightarrow $ $ \mathrm{T}=\frac{2 \pi}{\mathrm{n}} \sqrt{\frac{\mathrm{~L}}{\mathrm{~g}}}=\frac{2 \pi}{\sqrt{3}} \sqrt{\frac{\mathrm{~L}}{\mathrm{~g}}} \Rightarrow \mathrm{n}=\sqrt{3} \approx 1.73 $
Therefore, the correct answer is 1.73
As shown in the figures, a uniform rod OO' of length l is hinged at the point O and held in place vertically between two walls using two massless springs of same spring constant. The springs are connected at the midpoint and at the top-end (O') of the rod, as shown in Fig. 1 and the rod is made to oscillate by a small angular displacement. The frequency of oscillation of the rod is f₁. On the other hand, if both the springs are connected at the midpoint of the rod, as shown in Fig. 2 and the rod is made to oscillate by a small angular displacement, then the frequency of oscillation is f₂. Ignoring gravity and assuming motion only in the plane of the diagram, the value of $ \frac{f_1}{f_2} $ is:
2
$\sqrt{2}$
$\sqrt{\frac{5}{2}}$
$\sqrt{\frac{2}{5}}$
Explanation:
Here, we will use the formula for apparent weight in elevator as the elevator has some acceleration.
The normal force (apparent weight) adjusts for the elevations acceleration
relative to gravity.
Apparent weight: $w=m(g+a)$, where $a$ is the elevator's acceleration.
Here, elevator's position, $y$ is given so we can find elevator's acceleration using
$ a=\frac{d^2 y}{d t^2} $
Given, $m=50 \mathrm{~kg}$
$ \begin{aligned} & \text { and } y=8\left[1+\sin \left(\frac{2 \pi t}{T}\right)\right] \\ & T=40 \pi \mathrm{~s} . \\ & \Rightarrow y=8(1+\sin (\omega t)) \quad\left(as, \omega=\frac{2 \pi}{T}\right) \\ & \omega=\frac{2 \pi}{40 \pi}=\frac{1}{20} \\ & a=\frac{d^2 y}{d t^2}=-8 \omega^2 \sin (\omega t) \\ & \left|a_{\text {max }}\right|=8 \omega^2=8\left(\frac{1}{20}\right)^2=8 \times \frac{1}{400} \\ & \left|a_{\text {max }}\right|=\frac{1}{50} \end{aligned} $
$W_{\text {max }}=m\left(g+a_{\text {max }}\right)$ (when lift goes up)
and. $W_{\text {min }}=m\left(g-a_{\text {max }}\right)$ (when lift goes down)
so
$ \begin{aligned} \Delta w & =w_{\text {max }}-w_{\text {min }}=2 m a_{\text {max }} \\ & =2 \times 50 \times \frac{1}{50} \Rightarrow \Delta w=2 \mathrm{~N} \end{aligned} $
Explanation:
At T t$_0$ = 0
Before collision

After collision

$\begin{aligned} \mathrm{v}_{\mathrm{CM}} & =\frac{\mathrm{m} \cdot \frac{\mathrm{a} \omega}{2}+\mathrm{m} \cdot \mathrm{a} \omega}{\mathrm{m}+\mathrm{m}} \\ \mathrm{v}_{\mathrm{CM}} & =\frac{3 \mathrm{a} \omega}{4} \\ \frac{\mathrm{V}_{\mathrm{CM}}}{\mathrm{a} \omega} & =\frac{3}{4} \\ \frac{\mathrm{V}_{\mathrm{CM}}}{\mathrm{a} \omega} & =0.75 \end{aligned}$
Explanation:
$\mathrm{t}_0=\frac{\pi}{2 \omega}=\frac{\mathrm{T}}{4}$
Particles are at extreme position

After collision

in C-frame


using WET,
$\begin{aligned} & \mathrm{W}_{\text {spring }}=\Delta \mathrm{K} \\ & \frac{1}{2} \mathrm{k}(2 \mathrm{~b})^2-\frac{1}{2} \mathrm{k}(2 \mathrm{a})^2=2 \times \frac{1}{2} \mathrm{~m} \times\left(\frac{\mathrm{a} \omega}{4}\right)^2 \quad(\mathrm{k}=\text { spring constant }) \\ & 4 \mathrm{~kb}^2-4 \mathrm{ka}^2=2 \times \mathrm{m} \times \frac{\mathrm{a}^2}{16} \times \frac{2 \mathrm{k}}{\mathrm{m}} \\ & 4 \mathrm{~b}^2=\frac{17}{4} \mathrm{a}^2 \\ & \frac{4 \mathrm{~b}^2}{\mathrm{a}^2}=4.25 \end{aligned}$
Explanation:
So $a_x=\frac{d^2 x}{d t^2}=-x$
$ \Rightarrow x=A_x \sin \left(\omega t+\phi_x\right) \quad(\omega=1 \mathrm{rad} / \mathrm{s}) $
and $v_x=A_x \omega \cos \left(\omega t+\phi_x\right)$
at $t=0, x=\frac{1}{\sqrt{2}} \mathrm{~m}$ and $v_x=-\sqrt{2} \mathrm{~m} / \mathrm{s}$
So $\frac{1}{\sqrt{2}}=A_x \sin \phi_x$
and $-\sqrt{2}=A_x \cos \phi_x$
$ \begin{aligned} & \Rightarrow \tan \phi_x=-\frac{1}{2} ......(1) \\ & \text { and } A_x=\sqrt{\frac{5}{2}} \mathrm{~m} ......(2) \end{aligned} $
Similarly
$ \begin{aligned} & F_y=-y=m a_y . \\\\ & \Rightarrow \frac{d^2 y}{d t^2}=-y \end{aligned} $
So, $y=A_y \sin \left(\omega \mathrm{t}+\phi_{\mathrm{y}}\right) \quad(\omega=1 \mathrm{rad} / \mathrm{s})$ and
$v_y=A_y \omega \cos \left(\omega t+\phi_y\right)$
at $t=0,y=\sqrt{2} \mathrm{~m}$ and $v_y=\sqrt{2} \mathrm{~m} / \mathrm{s}$
So $\sqrt{2}=A_y \sin \phi$
and $\sqrt{2}=A_y \cos \phi$
$ \Rightarrow \phi=\frac{\pi}{4} \text { and } A_y=2 $
So,
$\left(x v_y-y v_x\right) $
$ =\sqrt{\frac{5}{2}} \sin \left(\omega t+\phi_x\right) \times 2 \cos \left(\omega t+\phi_y\right)-2 \sin \left(\omega t+\phi_y\right) \times \sqrt{\frac{5}{2}} \cos \left(\omega t+\phi_x\right) $
$ =\sqrt{\frac{5}{2}} \times 2\left(\sin \left(\omega t+\phi_x\right) \cos \left(\omega t+\phi_y\right)-\sin \left(\omega t+\phi_y\right) \times \cos \left(\omega t+\phi_x\right)\right. $
$ =\sqrt{10} \sin \left(\phi_x-\phi_y\right)$
$ =\sqrt{10}\left(\sin \phi_x \cos \phi_y-\cos \phi_x \sin \phi_y\right) $
$ =\sqrt{10}\left(\frac{1}{\sqrt{5}} \times \frac{1}{\sqrt{2}}-\left(-\frac{2}{\sqrt{5}}\right) \times \frac{1}{\sqrt{2}}\right) $
$=3$
On a frictionless horizontal plane, a bob of mass $m=0.1 \mathrm{~kg}$ is attached to a spring with natural length $l_{0}=0.1 \mathrm{~m}$. The spring constant is $k_{1}=0.009 \,\mathrm{Nm}^{-1}$ when the length of the spring $l>l_{0}$ and is $k_{2}=0.016 \,\mathrm{Nm}^{-1}$ when $l < l_{0}$. Initially the bob is released from $l=$ $0.15 \mathrm{~m}$. Assume that Hooke's law remains valid throughout the motion. If the time period of the full oscillation is $T=(n \pi) s$, then the integer closest to $n$ is __________.
Explanation:
$ \begin{aligned} & =\mathrm{T}_1+\mathrm{T}_2 \\\\ & =\pi \sqrt{\frac{m}{K_1}}+\pi \sqrt{\frac{m}{K_2}} \\\\ & =\pi \sqrt{\frac{0.1}{0.009}}+\pi \sqrt{\frac{0.1}{0.016}} \\\\ & =\frac{\pi}{0.3}+\frac{\pi}{0.4} \\\\ & =\frac{\pi(0.4+0.3)}{0.12} \\\\ & =\frac{70 \pi}{12} \\\\ & =5.83 \pi \text { seconds } \\\\ & \simeq 6 \pi \text { seconds } \end{aligned} $
(i) when the block is at x0; and
(ii) when the block is at x = x0 + A.
In both cases, a particle with mass m( < M) is softly placed on the block after which they stick on each other. Which of the following statement(s) is(are) true about the motion after the mass m is placed on the mass M?
A small block is connected to one end of a massless spring of un-stretched length 4.9 m. The other end of the spring (see the figure) is fixed. The system lies on a horizontal frictionless surface. The block is stretched by 0.2 m and released from rest at t = 0. It then executes simple harmonic motion with angular frequency $\omega$ = ($\pi$/3) rad/s. Simultaneously, at t = 0, a small pebble is projected with speed v from point P at an angle of 45$^\circ$ as shown in the figure. Point O is at a horizontal distance of 10 m from O. If the pebble hits the block at t = 1 s, the value of v is (take g = 10 m/s2)

The phase space diagram for a ball thrown vertically up from ground is
The phase space diagram for simple harmonic motion is a circle centred at the origin. In the figure, the two circles represent the same oscillator but for different initial conditions, and E1 and E2 are the total mechanical energies respectively. Then

Consider the spring-mass system, with the mass submerged in water, as shown in the figure. The phase space diagram for one cycle of this system is

If the total energy of the particle is E, it will perform periodic motion only if
For periodic motion of small amplitude A, the time period T of this particle is proportional to
The acceleration of this particle for $|x| > {X_0}$ is
Explanation:
When mass m is pulled by a force F, the wire elongation x, length l, cross-sectional area A, and Young's modulus of wire material Y are related by $Y = {{F/A} \over {x/l}}$ i.e.,
$F = (Y\,A/l)x$.

The restoring force by the wire is equal but opposite to F i.e., Fr = $-$F. Apply Newton's second law to get
$m{d^2}x/d{t^2} = - (YA/l)x = - {\omega ^2}x$.
This equation represents SHM with an angular frequency $\omega = \sqrt {YA/(lm)} $. Substitute the values to get $Y = {\omega ^2}lm/A = 4 \times {10^9}$ N/m2.
The mass M shown in the figure below oscillates in simple harmonic motion with amplitude A. The amplitude of the point P is

A uniform rod of length L and mass M is pivoted at the centre. Its two ends are attached to two springs of equal spring constants $k$. The springs are fixed to rigid supports as shown in the figure, and the rod is free to oscillate in the horizontal plane. The rod is gently pushed through a small angle $\theta$ in one direction and released. The frequency of oscillation is

The $x$-$t$ graph of a particle undergoing simple harmonic motion is shown in the figure. The acceleration of the particle at $t=4/3$ s is

A student performed the experiment to measure the speed of sound in air using resonance air-column method. Two resonances in the air-column were obtained by lowering the water level. The resonance with the shorter air-column is the first resonance and that with the longer air-column is the second resonance. Then,
Column I gives a list of possible set of parameters measured in some experiments. The variations of the parameters in the form of graphs are shown in Column II. Match the set of parameters given in Column I with the graphs given in Column II. Indicate your answer by darkening the appropriate bubbles of the 4 $\times$ 4 matrix given in the ORS.
| Column I | Column II | ||
|---|---|---|---|
| (A) | Potential energy of a simple pendulum (y-axis) as a function of displacement (x) axis | (P) | ![]() |
| (B) | Displacement (y-axis) as a function of time (x-axis) for a one dimensional motion at zero or constant acceleration when the body is moving along the positive x-direction | (Q) | ![]() |
| (C) | Range of a projectile (y-axis) as a function of its velocity (x-axis) when projected at a fixed angle | (R) | ![]() |
| (D) | The square of the time period (y-axis) of a simple pendulum as a function of its length (x-axis) | (S) | ![]() |
Function $x=\mathrm{A} \sin ^2 \omega t+\mathrm{B} \cos ^2 \omega t+\mathrm{C} \sin \omega t \cos \omega t$ represents SHM
for any value ol $\mathrm{A}, \mathrm{B}$ and C (except $\mathrm{C}=0$ ).
if $\mathrm{A}=-\mathrm{B} ; \mathrm{C}=2 \mathrm{~B}$, amplitude $=|\mathrm{B} \sqrt{2}|$.
if $\mathrm{A}=\mathrm{B} ; \mathrm{C}=0$.
if $\mathrm{A}=\mathrm{B} ; \mathrm{C}=2 \mathrm{~B}$, amplitude $=|\mathrm{B}|$
A small body attached to one end of a vertically hanging spring is performing SHM about its mean position with angular frequency $\omega$ and amplitude $a$. If at a height $y^{\prime}$ from the mean position, the body gets detached from the spring, calculate the value of $y^{\prime}$ so that the height $\mathrm{H}$ attained by the mass is maximum. The body does not interact with the spring during its subsequent motion after detachment $\left(a \omega^{2}>g\right)$

Explanation:
To find the amplitude of oscillation, let's start by considering the given data and the formulae related to simple harmonic motion (SHM).
The total mechanical energy of a system in SHM is constant and is the sum of kinetic energy (KE) and potential energy (PE) at any point in its motion. We are given:
Kinetic Energy, $ KE = 0.5 \, \text{J} $
Potential Energy, $ PE = 0.4 \, \text{J} $
Therefore, the total energy (E) is:
$ E = KE + PE = 0.5 + 0.4 = 0.9 \, \text{J} $
In SHM, the total mechanical energy can also be expressed as:
$ E = \frac{1}{2} k A^2 $
where $ k $ is the spring constant and $ A $ is the amplitude.
We can also express kinetic and potential energy in SHM in terms of amplitude $ A $, position $ x $, and angular frequency $ \omega $:
Kinetic Energy: $ KE = \frac{1}{2} m \omega^2 (A^2 - x^2) $
Potential Energy: $ PE = \frac{1}{2} m \omega^2 x^2 $
Given mass $ m = 0.2 \, \text{kg} $, position $ x = 0.04 \, \text{m} $.
The angular frequency $ \omega $ is related to the frequency $ f $ by:
$ \omega = 2\pi f $
Given frequency:
$ f = \frac{25}{\pi} \, \text{Hz} $
Thus,
$ \omega = 2\pi \left(\frac{25}{\pi}\right) = 50 \, \text{rad/s} $
Using the expression for the total energy in SHM:
$ \frac{1}{2} k A^2 = \frac{1}{2} m \omega^2 A^2 $
Since the total energy $ E = 0.9 \, \text{J} $, it follows:
$ 0.9 = \frac{1}{2} \cdot 0.2 \cdot (50)^2 \cdot A^2 $
Solving for $ A^2 $:
$ 0.9 = \frac{1}{2} \cdot 0.2 \cdot 2500 \cdot A^2 $
$ 0.9 = \frac{1}{2} \cdot 500 \cdot A^2 $
$ 0.9 = 250 \cdot A^2 $
$ A^2 = \frac{0.9}{250} $
$ A^2 = 0.0036 $
$ A = \sqrt{0.0036} $
$ A = 0.06 \, \text{m} $
The amplitude of the oscillations is 0.06 m.













