Edexcel M2 2022 June — Question 5 9 marks

Exam BoardEdexcel
ModuleM2 (Mechanics 2)
Year2022
SessionJune
Marks9
PaperDownload PDF ↗
Mark schemeDownload PDF ↗
TopicMoments
TypeRod with string perpendicular
DifficultyStandard +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.
Spec3.03u Static equilibrium: on rough surfaces3.04a Calculate moments: about a point3.04b Equilibrium: zero resultant moment and force

5. \begin{figure}[h]
\includegraphics[alt={},max width=\textwidth]{7eedd755-0dfd-4506-b7fd-23b9def4ebc8-12_470_876_255_529} \captionsetup{labelformat=empty} \caption{Figure 2}
\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 \(\sin \alpha = \frac { 3 } { 5 }\)
  1. show that \(T = 20\) Given also that the rod is in limiting equilibrium,
  2. find the value of the coefficient of friction between the rod and the ground.

Question 5:
Part 5a:
AnswerMarks Guidance
Answer/WorkingMark 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:
AnswerMarks Guidance
Answer/WorkingMark Guidance
Resolve horizontallyM1 Condone sin/cos confusion
\(H = T\sin\alpha\)A1 Correct equation
Resolve verticallyM1 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:
AnswerMarks Guidance
Answer/WorkingMark 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 lawM1 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:
AnswerMarks Guidance
Answer/WorkingMark Guidance
KE lostM1 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:
AnswerMarks Guidance
Answer/WorkingMark 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:
AnswerMarks Guidance
Answer/WorkingMark 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:
AnswerMarks Guidance
Answer/WorkingMark 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:
AnswerMarks Guidance
Answer/WorkingMark Guidance
Work-energy equationM1 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:
AnswerMarks Guidance
Answer/WorkingMark 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 distanceM1 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]}}