Edexcel M2 2024 June — Question 6 10 marks

Exam BoardEdexcel
ModuleM2 (Mechanics 2)
Year2024
SessionJune
Marks10
PaperDownload PDF ↗
Mark schemeDownload PDF ↗
TopicMoments
TypeRod against wall and ground
DifficultyStandard +0.3 Part (a) is a standard M2 limiting equilibrium problem requiring resolving forces and taking moments about one point to find tan α, using the friction law F = μR. Part (b) extends this by adding a horizontal force and finding the critical value where the rod is about to slip, requiring similar techniques but with an additional parameter. Both parts follow well-established M2 procedures with no novel insight required, making this slightly easier than average.
Spec3.03u Static equilibrium: on rough surfaces3.04b Equilibrium: zero resultant moment and force6.04e Rigid body equilibrium: coplanar forces

6. \begin{figure}[h]
\includegraphics[alt={},max width=\textwidth]{b6e93edf-1b9f-4ea9-bb41-f46f380bc623-18_625_803_246_632} \captionsetup{labelformat=empty} \caption{Figure 2}
\end{figure} A uniform rod, \(A B\), of mass \(m\) and length \(2 a\), rests in limiting equilibrium with its end \(A\) on rough horizontal ground and its end \(B\) against a smooth vertical wall.
The vertical plane containing the rod is at right angles to the wall.
The rod is inclined to the wall at an angle \(\alpha\), as shown in Figure 2.
The coefficient of friction between the rod and the ground is \(\frac { 1 } { 3 }\)
  1. Show that \(\tan \alpha = \frac { 2 } { 3 }\) With the rod in the same position, a horizontal force of magnitude \(k m g\) is applied to the \(\operatorname { rod }\) at \(A\), towards the wall. The line of action of this force is at right angles to the wall. The rod remains in equilibrium.
  2. Find the largest possible value of \(k\).

Question 6(a):
AnswerMarks Guidance
Answer/WorkingMark Guidance Notes
\(F = \frac{1}{3}R\)B1 For a correct statement seen anywhere e.g. on a diagram
Either: Horizontal forces: \(S = F \left(= \frac{1}{3}mg\right)\)B1
Equation for \(M(A)\)M1 Need correct terms, condone sign errors and sin/cos confusion. Condone \(a\) missing throughout
\(S \times 2a\cos\alpha = mga\sin\alpha\)A1 Correct unsimplified
Or: \(R = mg\)B1
Equation for \(M(B)\)M1 Need correct terms, condone sign errors and sin/cos confusion. Condone \(a\) missing throughout
\(F \times 2a\cos\alpha + mga\sin\alpha = R \times 2a\sin\alpha\)A1 Correct unsimplified
Or: \(S = F \left(= \frac{1}{3}mg\right)\)B1
Equation for \(M(G)\)M1 Need correct terms, condone sign errors and sin/cos confusion. Condone \(a\) missing throughout
\(Fa\cos\alpha + Sa\cos\alpha = mga\sin\alpha\)A1 Correct unsimplified
SC: \(S = F\left(=\frac{1}{3}mg\right)\) or \(R = mg\) and no moments equationB1 And no further marks
Solve for \(\tan\alpha\)M1
\(\tan\alpha = \frac{2}{3}\) *A1* Obtain given answer from correct working
SC: Candidate never uses \(g\): B1B0M1A0M1A0
Total: 6 marks
Question 6(b):
AnswerMarks Guidance
Answer/WorkingMark Guidance Notes
Either: Use of \(R = mg\) and \(M(A)\)M1
\(N = S = \frac{1}{3}mg\)A1 Correct only
Resolve horizontally: \(kmg = \frac{1}{3}R + N\) and solve for \(k\)DM1 Dependent on the moments equation; need correct terms, condone sign errors
\(k = \frac{2}{3}\)A1 Correct equation
Or: \(M(A)\) andM1 Need correct terms, condone sign errors and sin/cos confusion. Condone \(a\) missing throughout
\(mga\sin\alpha = N \times 2a\cos\alpha\)A1 Correct unsimplified equation
Resolve horizontally: \(kmg = \frac{1}{3}R + N\) and use \(R = mg\) and \(\tan\alpha = \frac{2}{3}\) to solve for \(k\)DM1 Dependent on the moments equation; need correct terms, condone sign errors. OR could use a second moments equation
\(k = \frac{2}{3}\)A1 Correct only
Or: \(M(B)\)M1 Need correct terms, condone sign errors and sin/cos confusion. Condone \(a\) missing throughout
\(mga\sin\alpha + kmg \times 2a\cos\alpha = R \times 2a\sin\alpha + \frac{1}{3}R \times 2a\cos\alpha\)A1
Use of \(R = mg\) and \(\tan\alpha = \frac{2}{3}\) to solve for \(k\)DM1 Dependent on the moments equation. OR could use a second moments equation
\(k = \frac{2}{3}\)A1 Correct only
Or: \(M(G)\)M1 Need correct terms, condone sign errors and sin/cos confusion
\(Na\cos\alpha + kmga\cos\alpha = Ra\sin\alpha + Fa\cos\alpha\)A1 Correct unsimplified equation
Resolve horizontally: \(kmg = \frac{1}{3}R + N\) and use \(R = mg\) and \(\tan\alpha = \frac{2}{3}\) to solve for \(k\)DM1 Dependent on the moments equation; need correct terms, condone sign errors. OR could use a second moments equation
\(k = \frac{2}{3}\)A1 Correct only
Total: 4 marks
## Question 6(a):

| Answer/Working | Mark | Guidance Notes |
|---|---|---|
| $F = \frac{1}{3}R$ | B1 | For a correct statement seen anywhere e.g. on a diagram |
| **Either:** Horizontal forces: $S = F \left(= \frac{1}{3}mg\right)$ | B1 | |
| Equation for $M(A)$ | M1 | Need correct terms, condone sign errors and sin/cos confusion. Condone $a$ missing throughout |
| $S \times 2a\cos\alpha = mga\sin\alpha$ | A1 | Correct unsimplified |
| **Or:** $R = mg$ | B1 | |
| Equation for $M(B)$ | M1 | Need correct terms, condone sign errors and sin/cos confusion. Condone $a$ missing throughout |
| $F \times 2a\cos\alpha + mga\sin\alpha = R \times 2a\sin\alpha$ | A1 | Correct unsimplified |
| **Or:** $S = F \left(= \frac{1}{3}mg\right)$ | B1 | |
| Equation for $M(G)$ | M1 | Need correct terms, condone sign errors and sin/cos confusion. Condone $a$ missing throughout |
| $Fa\cos\alpha + Sa\cos\alpha = mga\sin\alpha$ | A1 | Correct unsimplified |
| **SC:** $S = F\left(=\frac{1}{3}mg\right)$ or $R = mg$ and no moments equation | B1 | And no further marks |
| Solve for $\tan\alpha$ | M1 | |
| $\tan\alpha = \frac{2}{3}$ * | A1* | Obtain given answer from correct working |
| **SC:** Candidate never uses $g$: B1B0M1A0M1A0 | | |
| **Total: 6 marks** | | |

---

## Question 6(b):

| Answer/Working | Mark | Guidance Notes |
|---|---|---|
| **Either:** Use of $R = mg$ and $M(A)$ | M1 | |
| $N = S = \frac{1}{3}mg$ | A1 | Correct only |
| Resolve horizontally: $kmg = \frac{1}{3}R + N$ and solve for $k$ | DM1 | Dependent on the moments equation; need correct terms, condone sign errors |
| $k = \frac{2}{3}$ | A1 | Correct equation |
| **Or:** $M(A)$ and | M1 | Need correct terms, condone sign errors and sin/cos confusion. Condone $a$ missing throughout |
| $mga\sin\alpha = N \times 2a\cos\alpha$ | A1 | Correct unsimplified equation |
| Resolve horizontally: $kmg = \frac{1}{3}R + N$ and use $R = mg$ and $\tan\alpha = \frac{2}{3}$ to solve for $k$ | DM1 | Dependent on the moments equation; need correct terms, condone sign errors. OR could use a second moments equation |
| $k = \frac{2}{3}$ | A1 | Correct only |
| **Or:** $M(B)$ | M1 | Need correct terms, condone sign errors and sin/cos confusion. Condone $a$ missing throughout |
| $mga\sin\alpha + kmg \times 2a\cos\alpha = R \times 2a\sin\alpha + \frac{1}{3}R \times 2a\cos\alpha$ | A1 | |
| Use of $R = mg$ and $\tan\alpha = \frac{2}{3}$ to solve for $k$ | DM1 | Dependent on the moments equation. OR could use a second moments equation |
| $k = \frac{2}{3}$ | A1 | Correct only |
| **Or:** $M(G)$ | M1 | Need correct terms, condone sign errors and sin/cos confusion |
| $Na\cos\alpha + kmga\cos\alpha = Ra\sin\alpha + Fa\cos\alpha$ | A1 | Correct unsimplified equation |
| Resolve horizontally: $kmg = \frac{1}{3}R + N$ and use $R = mg$ and $\tan\alpha = \frac{2}{3}$ to solve for $k$ | DM1 | Dependent on the moments equation; need correct terms, condone sign errors. OR could use a second moments equation |
| $k = \frac{2}{3}$ | A1 | Correct only |
| **Total: 4 marks** | | |

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6.

\begin{figure}[h]
\begin{center}
  \includegraphics[alt={},max width=\textwidth]{b6e93edf-1b9f-4ea9-bb41-f46f380bc623-18_625_803_246_632}
\captionsetup{labelformat=empty}
\caption{Figure 2}
\end{center}
\end{figure}

A uniform rod, $A B$, of mass $m$ and length $2 a$, rests in limiting equilibrium with its end $A$ on rough horizontal ground and its end $B$ against a smooth vertical wall.\\
The vertical plane containing the rod is at right angles to the wall.\\
The rod is inclined to the wall at an angle $\alpha$, as shown in Figure 2.\\
The coefficient of friction between the rod and the ground is $\frac { 1 } { 3 }$
\begin{enumerate}[label=(\alph*)]
\item Show that $\tan \alpha = \frac { 2 } { 3 }$

With the rod in the same position, a horizontal force of magnitude $k m g$ is applied to the $\operatorname { rod }$ at $A$, towards the wall. The line of action of this force is at right angles to the wall.

The rod remains in equilibrium.
\item Find the largest possible value of $k$.
\end{enumerate}

\hfill \mbox{\textit{Edexcel M2 2024 Q6 [10]}}