| Exam Board | Edexcel |
|---|---|
| Module | M2 (Mechanics 2) |
| Year | 2022 |
| Session | June |
| Marks | 9 |
| Paper | Download PDF ↗ |
| Mark scheme | Download PDF ↗ |
| Topic | Moments |
| Type | Rod with string perpendicular |
| Difficulty | Standard +0.3 This is a standard M2 moments question with a straightforward setup. Part (a) requires taking moments about point A (a routine technique), and part (b) involves resolving forces and applying the limiting friction condition F=μR. The perpendicular cable simplifies the geometry, and the given sin α value makes calculations clean. While it requires multiple steps, all techniques are standard textbook applications with no novel insight needed, making it slightly easier than average. |
| Spec | 3.03u Static equilibrium: on rough surfaces3.04a Calculate moments: about a point3.04b Equilibrium: zero resultant moment and force |
| Answer | Marks | Guidance |
|---|---|---|
| Answer/Working | Mark | Guidance |
| Moments about \(A\) | M1 | Dimensionally correct equation i.e. force \(\times\) distance \(=\) force \(\times\) distance. Condone sin/cos confusion. Mark \(50g\) as an accuracy error |
| \(4T = 2\cos\alpha \times 50 \quad \left(= 2 \times \frac{4}{5} \times 50\right)\) | A1 | Correct unsimplified equation. Need to see \(\cos\alpha\) OR \(\frac{4}{5}\). Might see LHS \(= T\cos\alpha \times 4\cos\alpha + T\sin\alpha \times 4\sin\alpha\) |
| \(T = 20\ *\) | A1* | Obtain given answer from correct working. Must see \(\frac{4}{5}\) used correctly |
| Total [3] |
| Answer | Marks | Guidance |
|---|---|---|
| Answer/Working | Mark | Guidance |
| Resolve horizontally | M1 | Condone sin/cos confusion |
| \(H = T\sin\alpha\) | A1 | Correct equation |
| Resolve vertically | M1 | Need all 3 terms. Condone sign error and sin/cos confusion |
| \(T\cos\alpha + V = 50\) | A1 | Correct equation |
| Either or both of the above equations could be replaced by a moments equation e.g. \(M(B): 4\cos\alpha \times V = 4\sin\alpha \times H + 2\cos\alpha \times 50\) or by resolving perpendicular & parallel to the rod: \(T + V\cos\alpha = 50\cos\alpha + H\sin\alpha\) & \(50\sin\alpha = H\cos\alpha + V\sin\alpha\) | ||
| Use \(F = \mu R\) to form an equation in \(\mu\) | M1 | \((H = \mu V)\) Used, not just stated i.e. they must get as far as substituting their values |
| \(\mu = \frac{6}{17}\) | A1 | \(\mu = 0.35\) or better. Accept \(\frac{12}{34}\) |
| Total [6] |
| Answer | Marks | Guidance |
|---|---|---|
| Answer/Working | Mark | Guidance |
| Use of \(I = mv - mu\) for \(P\) or \(Q\) | M1 | Dimensionally correct. Need all terms. M0 if \(m\) is missing on RHS |
| \(5mv = m(2v-(-y))\) or \(-5mv = km(v-x)\) | A1 | Correct unsimplified equation |
| Use of CLM or second use of \(I = mv - mu\) | M1 | Dimensionally correct. Need all terms. In CLM allow cancelled \(m\) and extra common factor (e.g. \(g\)) throughout |
| \(kmx - my = kmv + 2mv\) or \((kx - y = kv + 2v)\) or \(-5mv = km(v-x)\) | A1 | Correct unsimplified equation |
| Use of impact law | M1 | Must be used with \(e\) on the correct side. Condone sign errors |
| \(2v - v = \frac{1}{5}(x+y)\) | A1 | Correct unsimplified equation |
| \(y = 3v\) | A1 | cao |
| \(x = 2v\) | A1 | cao |
| \(k = 5\) | A1 | cao |
| [9] |
| Answer | Marks | Guidance |
|---|---|---|
| Answer/Working | Mark | Guidance |
| KE lost | M1 | Dimensionally correct. Accept change in KE. Not scored until they form the complete substituted equation |
| \(= \frac{1}{2} \times km(x^2 - v^2) + \frac{1}{2} \times m(y^2 - 4v^2)\) \(\left(= \frac{15}{2}mv^2 + \frac{5}{2}mv^2\right)\) | A1ft | Correct unsimplified expression. Follow their \(x\), \(y\), \(k\). Condone sign change without explanation. KE before \(= 14.5mv^2\), KE after \(= 4.5mv^2\) |
| \(= 10mv^2\) | A1 | Only |
| [3] |
| Answer | Marks | Guidance |
|---|---|---|
| Answer/Working | Mark | Guidance |
| Mass ratios: \(PQUV = 9a^2\), \(URST = 36a^2\), \(QRU = 18a^2\), total \(= 63a^2\) | B1 | Correct mass ratios (1:4:2:7) |
| Displacements from \(QT\): \(-\frac{3a}{2}\), \(3a\), \(2a\), \(d\) | B1 | Correct displacements from \(QT\) or a parallel axis seen or implied. Signs consistent |
| Equation for moments about \(QT\) | M1 | (Or a parallel axis) Dimensionally correct. Condone sign errors |
| \(18 \times 2a + 36 \times 3a - 9 \times \frac{3a}{2} = 63d\) \(\left(4a + 12a - \frac{3a}{2} = 7d\right)\) | A1 | Or equivalent. Correct unsimplified equation. Check consistent in \(a\) |
| \(d = \frac{29a}{2} \div 7 \left(= \frac{261a}{2} \div 63\right) = \frac{29a}{14}\) | A1* | Obtain given answer from correct working. Need to see at least one interim step with all the \(a\) terms collected. Check \(a\) is in final answer |
| [5] |
| Answer | Marks | Guidance |
|---|---|---|
| Answer/Working | Mark | Guidance |
| Vertical distances from \(Q\): \(\frac{3a}{2}\), \(6a(= 3a+3a)\), \(2a\), \((v)\). From \(T\): \(7.5a\), \(3a\), \(7a\) | B1 | Seen or implied |
| Equation for moments about \(PQ\) | M1 | (Or a parallel axis) Dimensionally correct. Condone sign errors |
| \(9 \times \frac{3a}{2} + 18 \times 2a + 36 \times 6a = 63v\) \(\left(\frac{3a}{2} + 2 \times 2a + 4 \times 6a = 7v\right)\) | A1 | Correct unsimplified equation |
| \(v = \frac{59a}{14}\) \(\left(\frac{67}{14}a \text{ above } T, \frac{17}{14}a \text{ below } U\right)\) | A1 | \(4.2a\) or better \((4.214\ldots)\) |
| \(\tan\alpha = \frac{29}{59}\) \((= 26.175\ldots°)\) | M1 | Use trig and their \(v\) to find a relevant angle. Allow for \(90° - 26.17\ldots°\) |
| \(\theta° = \tan^{-1}2 - \tan^{-1}\left(\frac{29}{59}\right)\) | M1 | Use their \(v\) to find the required angle \((63.43\ldots° - 26.175\ldots°)\) |
| \(\theta = 37.3\) | A1 | 37 or better |
| [7] |
| Answer | Marks | Guidance |
|---|---|---|
| Answer/Working | Mark | Guidance |
| Normal reaction between \(P\) and the ramp \(= 3g\cos\alpha\) \(\left(= \frac{18g}{\sqrt{37}} = 29.0\right)\) | B1 | cao ISW |
| Use of \(F = \frac{3}{4}R\) | M1 | \(\frac{3}{4} \times\) their \(R\) (Must have an \(R\)) |
| Work done \(= 4F\) | M1 | Their \(F\) (Must have an \(F\)) |
| \(= 87.0\ (87)\ \text{(J)}\) | A1 | 3 sf or 2 sf only (follows 9.8). Do not allow \(\frac{54}{\sqrt{37}}g\) (this is an acceleration) |
| [4] |
| Answer | Marks | Guidance |
|---|---|---|
| Answer/Working | Mark | Guidance |
| Work-energy equation | M1 | M0 if not using work-energy. All terms required. Condone sign errors. Condone sin/cos confusion |
| \(\frac{1}{2} \times 3U^2 - \text{their(a)} - 3g \times 4\sin\alpha = \frac{1}{2} \times 3 \times 25\) | A1ft | Unsimplified equation with at most one error. Follow their (a) |
| (correct unsimplified equation) | A1ft | Correct unsimplified equation. Follow their (a) |
| \(U = 9.79\) or \(U = 9.8\) | A1 | 3 sf or 2 sf only (follows 9.8) |
| [4] |
| Answer | Marks | Guidance |
|---|---|---|
| Answer/Working | Mark | Guidance |
| Time taken: | M1 | Complete method using suvat and \(u = 5\) to form an equation in \(t\) only |
| \(-4\sin\alpha = (5\sin\alpha)t - \frac{1}{2}gt^2\) \(\left(4.9\sqrt{37}t^2 - 5t - 4 = 0\right)\) | A1 | Correct unsimplified equation for \(t\) |
| \(t = 0.45969\ldots\) | A1 | Seen or implied |
| Horizontal distance | M1 | Complete method using suvat and \(u = 5\) |
| \(= (5\cos\alpha)t\) \(\left(= \frac{30}{\sqrt{37}}t\right)\) | A1ft | Follow their \(t\) |
| \(= 2.27\) or \(2.3\ \text{(m)}\) | A1 | 3 sf or 2 sf only |
| [6] |
## Question 5:
**Part 5a:**
| Answer/Working | Mark | Guidance |
|---|---|---|
| Moments about $A$ | M1 | Dimensionally correct equation i.e. force $\times$ distance $=$ force $\times$ distance. Condone sin/cos confusion. Mark $50g$ as an accuracy error |
| $4T = 2\cos\alpha \times 50 \quad \left(= 2 \times \frac{4}{5} \times 50\right)$ | A1 | Correct unsimplified equation. Need to see $\cos\alpha$ OR $\frac{4}{5}$. Might see LHS $= T\cos\alpha \times 4\cos\alpha + T\sin\alpha \times 4\sin\alpha$ |
| $T = 20\ *$ | A1* | Obtain given answer from correct working. Must see $\frac{4}{5}$ used correctly |
| **Total [3]** | | |
**Part 5b:**
| Answer/Working | Mark | Guidance |
|---|---|---|
| Resolve horizontally | M1 | Condone sin/cos confusion |
| $H = T\sin\alpha$ | A1 | Correct equation |
| Resolve vertically | M1 | Need all 3 terms. Condone sign error and sin/cos confusion |
| $T\cos\alpha + V = 50$ | A1 | Correct equation |
| Either or both of the above equations could be replaced by a moments equation e.g. $M(B): 4\cos\alpha \times V = 4\sin\alpha \times H + 2\cos\alpha \times 50$ or by resolving perpendicular & parallel to the rod: $T + V\cos\alpha = 50\cos\alpha + H\sin\alpha$ & $50\sin\alpha = H\cos\alpha + V\sin\alpha$ | | |
| Use $F = \mu R$ to form an equation in $\mu$ | M1 | $(H = \mu V)$ Used, not just stated i.e. they must get as far as substituting their values |
| $\mu = \frac{6}{17}$ | A1 | $\mu = 0.35$ or better. Accept $\frac{12}{34}$ |
| **Total [6]** | | |
## Question 6a:
| Answer/Working | Mark | Guidance |
|---|---|---|
| Use of $I = mv - mu$ for $P$ or $Q$ | M1 | Dimensionally correct. Need all terms. M0 if $m$ is missing on RHS |
| $5mv = m(2v-(-y))$ or $-5mv = km(v-x)$ | A1 | Correct unsimplified equation |
| Use of CLM or second use of $I = mv - mu$ | M1 | Dimensionally correct. Need all terms. In CLM allow cancelled $m$ and extra common factor (e.g. $g$) throughout |
| $kmx - my = kmv + 2mv$ or $(kx - y = kv + 2v)$ or $-5mv = km(v-x)$ | A1 | Correct unsimplified equation |
| Use of impact law | M1 | Must be used with $e$ on the correct side. Condone sign errors |
| $2v - v = \frac{1}{5}(x+y)$ | A1 | Correct unsimplified equation |
| $y = 3v$ | A1 | cao |
| $x = 2v$ | A1 | cao |
| $k = 5$ | A1 | cao |
| **[9]** | | |
## Question 6b:
| Answer/Working | Mark | Guidance |
|---|---|---|
| KE lost | M1 | Dimensionally correct. Accept change in KE. Not scored until they form the complete substituted equation |
| $= \frac{1}{2} \times km(x^2 - v^2) + \frac{1}{2} \times m(y^2 - 4v^2)$ $\left(= \frac{15}{2}mv^2 + \frac{5}{2}mv^2\right)$ | A1ft | Correct unsimplified expression. Follow their $x$, $y$, $k$. Condone sign change without explanation. KE before $= 14.5mv^2$, KE after $= 4.5mv^2$ |
| $= 10mv^2$ | A1 | Only |
| **[3]** | | |
---
## Question 7a:
| Answer/Working | Mark | Guidance |
|---|---|---|
| Mass ratios: $PQUV = 9a^2$, $URST = 36a^2$, $QRU = 18a^2$, total $= 63a^2$ | B1 | Correct mass ratios (1:4:2:7) |
| Displacements from $QT$: $-\frac{3a}{2}$, $3a$, $2a$, $d$ | B1 | Correct displacements from $QT$ or a parallel axis seen or implied. Signs consistent |
| **Equation** for moments about $QT$ | M1 | (Or a parallel axis) Dimensionally correct. Condone sign errors |
| $18 \times 2a + 36 \times 3a - 9 \times \frac{3a}{2} = 63d$ $\left(4a + 12a - \frac{3a}{2} = 7d\right)$ | A1 | Or equivalent. Correct unsimplified equation. Check consistent in $a$ |
| $d = \frac{29a}{2} \div 7 \left(= \frac{261a}{2} \div 63\right) = \frac{29a}{14}$ | A1* | Obtain **given answer** from correct working. Need to see at least one interim step with all the $a$ terms collected. Check $a$ is in final answer |
| **[5]** | | |
## Question 7b:
| Answer/Working | Mark | Guidance |
|---|---|---|
| Vertical distances from $Q$: $\frac{3a}{2}$, $6a(= 3a+3a)$, $2a$, $(v)$. From $T$: $7.5a$, $3a$, $7a$ | B1 | Seen or implied |
| **Equation** for moments about $PQ$ | M1 | (Or a parallel axis) Dimensionally correct. Condone sign errors |
| $9 \times \frac{3a}{2} + 18 \times 2a + 36 \times 6a = 63v$ $\left(\frac{3a}{2} + 2 \times 2a + 4 \times 6a = 7v\right)$ | A1 | Correct unsimplified equation |
| $v = \frac{59a}{14}$ $\left(\frac{67}{14}a \text{ above } T, \frac{17}{14}a \text{ below } U\right)$ | A1 | $4.2a$ or better $(4.214\ldots)$ |
| $\tan\alpha = \frac{29}{59}$ $(= 26.175\ldots°)$ | M1 | Use trig and their $v$ to find a relevant angle. Allow for $90° - 26.17\ldots°$ |
| $\theta° = \tan^{-1}2 - \tan^{-1}\left(\frac{29}{59}\right)$ | M1 | Use their $v$ to find the required angle $(63.43\ldots° - 26.175\ldots°)$ |
| $\theta = 37.3$ | A1 | 37 or better |
| **[7]** | | |
---
## Question 8a:
| Answer/Working | Mark | Guidance |
|---|---|---|
| Normal reaction between $P$ and the ramp $= 3g\cos\alpha$ $\left(= \frac{18g}{\sqrt{37}} = 29.0\right)$ | B1 | cao ISW |
| Use of $F = \frac{3}{4}R$ | M1 | $\frac{3}{4} \times$ their $R$ (Must have an $R$) |
| Work done $= 4F$ | M1 | Their $F$ (Must have an $F$) |
| $= 87.0\ (87)\ \text{(J)}$ | A1 | 3 sf or 2 sf only (follows 9.8). Do not allow $\frac{54}{\sqrt{37}}g$ (this is an acceleration) |
| **[4]** | | |
## Question 8b:
| Answer/Working | Mark | Guidance |
|---|---|---|
| Work-energy equation | M1 | **M0 if not using work-energy**. All terms required. Condone sign errors. Condone sin/cos confusion |
| $\frac{1}{2} \times 3U^2 - \text{their(a)} - 3g \times 4\sin\alpha = \frac{1}{2} \times 3 \times 25$ | A1ft | Unsimplified equation with at most one error. Follow their (a) |
| (correct unsimplified equation) | A1ft | Correct unsimplified equation. Follow their (a) |
| $U = 9.79$ or $U = 9.8$ | A1 | 3 sf or 2 sf only (follows 9.8) |
| **[4]** | | |
## Question 8c:
| Answer/Working | Mark | Guidance |
|---|---|---|
| Time taken: | M1 | Complete method using suvat and $u = 5$ to form an equation in $t$ only |
| $-4\sin\alpha = (5\sin\alpha)t - \frac{1}{2}gt^2$ $\left(4.9\sqrt{37}t^2 - 5t - 4 = 0\right)$ | A1 | Correct unsimplified equation for $t$ |
| $t = 0.45969\ldots$ | A1 | Seen or implied |
| Horizontal distance | M1 | Complete method using suvat and $u = 5$ |
| $= (5\cos\alpha)t$ $\left(= \frac{30}{\sqrt{37}}t\right)$ | A1ft | Follow their $t$ |
| $= 2.27$ or $2.3\ \text{(m)}$ | A1 | 3 sf or 2 sf only |
| **[6]** | | |
5.
\begin{figure}[h]
\begin{center}
\includegraphics[alt={},max width=\textwidth]{7eedd755-0dfd-4506-b7fd-23b9def4ebc8-12_470_876_255_529}
\captionsetup{labelformat=empty}
\caption{Figure 2}
\end{center}
\end{figure}
A uniform rod $A B$ has length 4 m and weight 50 N .\\
The rod has its end $A$ on rough horizontal ground. The rod is held in equilibrium at an angle $\alpha$ to the ground by a light inextensible cable attached to the rod at $B$, as shown in Figure 2. The cable and the rod lie in the same vertical plane and the cable is perpendicular to the rod. The tension in the cable is $T$ newtons.
Given that $\sin \alpha = \frac { 3 } { 5 }$
\begin{enumerate}[label=(\alph*)]
\item show that $T = 20$
Given also that the rod is in limiting equilibrium,
\item find the value of the coefficient of friction between the rod and the ground.
\end{enumerate}
\hfill \mbox{\textit{Edexcel M2 2022 Q5 [9]}}