| Exam Board | Edexcel |
|---|---|
| Module | M3 (Mechanics 3) |
| Year | 2021 |
| Session | June |
| Marks | 17 |
| Paper | Download PDF ↗ |
| Mark scheme | Download PDF ↗ |
| Topic | Simple Harmonic Motion |
| Type | Two springs/strings system equilibrium |
| Difficulty | Challenging +1.2 This is a standard M3 SHM question with two springs in equilibrium requiring Hooke's law application, followed by routine SHM calculations (amplitude, speed, time). Part (a) is straightforward equilibrium with two tensions. Parts (b)-(d) follow standard SHM procedures with the added complication of one string becoming slack, requiring identification of the SHM region boundary. While multi-step, each component uses well-practiced techniques without requiring novel insight—slightly above average difficulty due to the two-spring setup and multiple parts. |
| Spec | 4.10f Simple harmonic motion: x'' = -omega^2 x6.02g Hooke's law: T = k*x or T = lambda*x/l6.02h Elastic PE: 1/2 k x^26.02i Conservation of energy: mechanical energy principle6.05e Radial/tangential acceleration |
| Answer | Marks | Guidance |
|---|---|---|
| Answer/Working | Mark | Guidance |
| \(\frac{4(x-2)}{2} = \frac{2(7-x-3)}{3}\) | M1, A1, A1 | Equate tensions in two strings; must use \(k\lambda\frac{x}{l}\); sum of extensions must be 2; correct LHS; correct RHS |
| \(6(x-2) = 2(4-x)\) | ||
| \(x = 2.5\) (m) \(\quad *\) | A1 | Given result from fully correct working |
| Answer | Marks | Guidance |
|---|---|---|
| Answer/Working | Mark | Guidance |
| \((T_A =)\frac{4x}{2} = \frac{2y}{3} (= T_B), \quad x + y = 2\) | M1, A1 | Obtain 2 equations; 2 correct equations |
| \(x = \frac{1}{2}\) or \(y = 1.5\) | A1 | Correct extension for either string |
| Distance \(AO = 2.5\) (m) | A1 | Obtain given result from fully correct working |
| Answer | Marks | Guidance |
|---|---|---|
| Answer/Working | Mark | Guidance |
| \(2\ddot{y} = \frac{2(1.5-y)}{3} - \frac{4(y+0.5)}{2}\) OR \(2\ddot{y} = \frac{4(-y+0.5)}{2} - \frac{2(1.5+y)}{3}\) | M1, A1 | Equation of motion with two variable tensions; allow \(a\) or \(\ddot{y}\); correct equation |
| \(\ddot{y} = -\frac{4}{3}y = -\omega^2 y \; \therefore \text{SHM}\) | M1, A1 | Rearrange to required form (must now be \(\ddot{y}\)); correct result from fully correct working and concluding statement |
| Answer | Marks | Guidance |
|---|---|---|
| Answer/Working | Mark | Guidance |
| \(\omega^2 = \frac{4}{3}\) | B1 | Correct \(\omega\) or \(\omega^2\) |
| \((2v_{\max} = 6 \Rightarrow)\; v_{\max} = 3\) (ms\(^{-1}\)) | B1 | \(v_{\max} = 3\) or \(2v_{\max} = 6\) seen explicitly or used |
| \(v_{\max} = a\omega = \frac{2a}{\sqrt{3}}\) — Accept \(1.2a\) or better | M1 | Use \(v_{\max} = a\omega\) with their \(\omega\), or use \(v^2 = \omega^2(a^2 - x^2)\) with \(x=0\) |
| \(3 = a\dfrac{2}{\sqrt{3}} \quad a = \dfrac{3\sqrt{3}}{2}\) (m) — Accept 2.6 or better | A1 |
| Answer | Marks | Guidance |
|---|---|---|
| Answer/Working | Mark | Guidance |
| \(v^2 = \frac{4}{3}\left(\frac{27}{4} - \left(\frac{3}{2}\right)^2\right)\) | M1 | Use \(v^2 = \omega^2(a^2 - x^2)\) with \(x = 1.5\) and their \(\omega\) and \(a\), OR energy equation with correct number of terms |
| \(v = \sqrt{6}\) (ms\(^{-1}\)) — Accept 2.4 or better | A1 |
| Answer | Marks | Guidance |
|---|---|---|
| Answer/Working | Mark | Guidance |
| \(\frac{3}{2} = \frac{3\sqrt{3}}{2}\sin(\omega t)\) | M1, A1 | Use of \(x = a\sin(\omega t)\) with \(x = 1.5\) and their \(\omega\) and \(a\); correct equation, ft their \(\omega\) and \(a\) |
| \(t = 0.53\) (s) or better | A1 | \(t = 0.533021\ldots\) |
| Answer | Marks | Guidance |
|---|---|---|
| Answer/Working | Mark | Guidance |
| \(x = a\cos\omega t \Rightarrow 1.5 = \frac{3\sqrt{3}}{2}\cos\left(\frac{2}{\sqrt{3}}\right)t\) | M1 | Complete method using cosine |
| time \(= \frac{\pi}{2} \times \frac{\sqrt{3}}{2} - \frac{\sqrt{3}}{2}\cos^{-1}\!\left(\frac{1}{\sqrt{3}}\right)\) | A1ft | Correct equation(s), ft their \(\omega\) and \(a\) |
| \(t = 0.53\) or better | A1 |
## Question 7:
### Part 7a:
| Answer/Working | Mark | Guidance |
|---|---|---|
| $\frac{4(x-2)}{2} = \frac{2(7-x-3)}{3}$ | M1, A1, A1 | Equate tensions in two strings; must use $k\lambda\frac{x}{l}$; sum of extensions must be 2; correct LHS; correct RHS |
| $6(x-2) = 2(4-x)$ | | |
| $x = 2.5$ (m) $\quad *$ | A1 | Given result from fully correct working |
**ALT:**
| Answer/Working | Mark | Guidance |
|---|---|---|
| $(T_A =)\frac{4x}{2} = \frac{2y}{3} (= T_B), \quad x + y = 2$ | M1, A1 | Obtain 2 equations; 2 correct equations |
| $x = \frac{1}{2}$ or $y = 1.5$ | A1 | Correct extension for either string |
| Distance $AO = 2.5$ (m) | A1 | Obtain given result from fully correct working |
### Part 7bi:
| Answer/Working | Mark | Guidance |
|---|---|---|
| $2\ddot{y} = \frac{2(1.5-y)}{3} - \frac{4(y+0.5)}{2}$ OR $2\ddot{y} = \frac{4(-y+0.5)}{2} - \frac{2(1.5+y)}{3}$ | M1, A1 | Equation of motion with two variable tensions; allow $a$ or $\ddot{y}$; correct equation |
| $\ddot{y} = -\frac{4}{3}y = -\omega^2 y \; \therefore \text{SHM}$ | M1, A1 | Rearrange to required form (must now be $\ddot{y}$); correct result from fully correct working **and** concluding statement |
### Part 7bii:
| Answer/Working | Mark | Guidance |
|---|---|---|
| $\omega^2 = \frac{4}{3}$ | B1 | Correct $\omega$ or $\omega^2$ |
| $(2v_{\max} = 6 \Rightarrow)\; v_{\max} = 3$ (ms$^{-1}$) | B1 | $v_{\max} = 3$ or $2v_{\max} = 6$ seen explicitly or used |
| $v_{\max} = a\omega = \frac{2a}{\sqrt{3}}$ — Accept $1.2a$ or better | M1 | Use $v_{\max} = a\omega$ with their $\omega$, or use $v^2 = \omega^2(a^2 - x^2)$ with $x=0$ |
| $3 = a\dfrac{2}{\sqrt{3}} \quad a = \dfrac{3\sqrt{3}}{2}$ (m) — Accept 2.6 or better | A1 | |
### Part 7c:
| Answer/Working | Mark | Guidance |
|---|---|---|
| $v^2 = \frac{4}{3}\left(\frac{27}{4} - \left(\frac{3}{2}\right)^2\right)$ | M1 | Use $v^2 = \omega^2(a^2 - x^2)$ with $x = 1.5$ and their $\omega$ and $a$, OR energy equation with correct number of terms |
| $v = \sqrt{6}$ (ms$^{-1}$) — Accept 2.4 or better | A1 | |
### Part 7d:
| Answer/Working | Mark | Guidance |
|---|---|---|
| $\frac{3}{2} = \frac{3\sqrt{3}}{2}\sin(\omega t)$ | M1, A1 | Use of $x = a\sin(\omega t)$ with $x = 1.5$ and their $\omega$ and $a$; correct equation, ft their $\omega$ and $a$ |
| $t = 0.53$ (s) or better | A1 | $t = 0.533021\ldots$ |
**ALT:**
| Answer/Working | Mark | Guidance |
|---|---|---|
| $x = a\cos\omega t \Rightarrow 1.5 = \frac{3\sqrt{3}}{2}\cos\left(\frac{2}{\sqrt{3}}\right)t$ | M1 | Complete method using cosine |
| time $= \frac{\pi}{2} \times \frac{\sqrt{3}}{2} - \frac{\sqrt{3}}{2}\cos^{-1}\!\left(\frac{1}{\sqrt{3}}\right)$ | A1ft | Correct equation(s), ft their $\omega$ and $a$ |
| $t = 0.53$ or better | A1 | |
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7.
\begin{figure}[h]
\begin{center}
\includegraphics[alt={},max width=\textwidth]{b99b3eb0-9bca-42e3-bea9-3b0454a872db-24_177_876_260_593}
\captionsetup{labelformat=empty}
\caption{Figure 4}
\end{center}
\end{figure}
The fixed points $A$ and $B$ are 7 m apart on a smooth horizontal surface.\\
A light elastic string has natural length 2 m and modulus of elasticity 4 N . One end of the string is attached to a particle $P$ of mass 2 kg and the other end is attached to $A$
Another light elastic string has natural length 3 m and modulus of elasticity 2 N . One end of this string is attached to $P$ and the other end is attached to $B$
The particle $P$ rests in equilibrium at the point $O$, where $A O B$ is a straight line, as shown in Figure 4.
\begin{enumerate}[label=(\alph*)]
\item Show that $O A = 2.5 \mathrm {~m}$.
The particle $P$ now receives an impulse of magnitude 6Ns in the direction $O B$
\item \begin{enumerate}[label=(\roman*)]
\item Show that $P$ initially moves with simple harmonic motion with centre $O$
\item Determine the amplitude of this simple harmonic motion.
The point $C$ lies on $O B$. As $P$ passes through $C$ the string attached to $B$ becomes slack.
\end{enumerate}\item Find the speed of $P$ as it passes through $C$
\item Find the time taken for $P$ to travel directly from $O$ to $C$
\end{enumerate}
\hfill \mbox{\textit{Edexcel M3 2021 Q7 [17]}}