Edexcel M5 2018 June — Question 6 15 marks

Exam BoardEdexcel
ModuleM5 (Mechanics 5)
Year2018
SessionJune
Marks15
PaperDownload PDF ↗
Mark schemeDownload PDF ↗
TopicMoments of inertia
TypeForce at pivot/axis
DifficultyChallenging +1.2 This is a standard mechanics problem requiring parallel axis theorem application and force analysis at release. Part (a) is routine calculation using I = ml²/3 for three rods. Part (b) requires resolving forces when angular acceleration is known from torque equation. While multi-step, it follows standard M5 techniques without requiring novel insight—slightly above average due to the geometry and careful component resolution needed.
Spec6.04c Composite bodies: centre of mass6.04e Rigid body equilibrium: coplanar forces

6. Three equal uniform rods, each of mass \(m\) and length \(2 a\), form the sides of a rigid equilateral triangular frame \(A B C\). The frame is free to rotate in a vertical plane about a fixed smooth horizontal axis \(L\) which passes through \(A\) and is perpendicular to the plane of the frame.
  1. Show that the moment of inertia of the frame about \(L\) is \(6 m a ^ { 2 }\). The frame is held with \(A B\) horizontal and \(C\) below \(A B\), and released from rest. Given that the centre of mass of the frame is two thirds of the way along a median from a vertex,
  2. find the magnitude of the force exerted by the axis on the frame at \(A\) at the instant when the frame is released.

Question 6:
Part 6(a):
AnswerMarks Guidance
Working/AnswerMarks Guidance
\(\text{MI}=2\times\frac{4ma^2}{3}+\left(\frac{ma^2}{3}+m(2a\cos 30°)^2\right)\)M1 A1, A1 M1 for attempt at MI dimensionally correct; first A1 for first two terms; second A1 for third term unsimplified
\(=6ma^2\)A1 A1 for correct GIVEN ANSWER
Part 6(b):
AnswerMarks Guidance
Working/AnswerMarks Guidance
\(X-3mg\cos 60°=0\) since \(\dot{\theta}=0\)M1 M1 for equation of motion inwards with usual rules and RHS \(=0\)
\(X=\frac{3mg}{2}\)A1 A1 for correct value of \(X\)
\(3mg\sin 60°\pm Y=3m\cdot\frac{2}{3}\cdot 2a\cos 30°\,\ddot{\theta}\)M1 A1 A1 M1 for equation of motion tangentially; A1A1 for correct equation (A1A0 if one error)
\(M(A):\; 3mga=6ma^2\ddot{\theta}\) OR \(6a\ddot{\theta}=2\sqrt{3}g\sin 60°\)M1 A1 M1 for rotational equation about \(A\) giving equation in \(\ddot{\theta}\) only
Eliminating \(\ddot{\theta}\): \(Y=\frac{mg\sqrt{3}}{2}\)DM1 A1 DM1 dependent on previous 2 M's for eliminating to give \(Y\) in terms of \(mg\)
\(R=\sqrt{X^2+Y^2}=\frac{mg}{2}\sqrt{3+3^2}=mg\sqrt{3}\)M1 A1 M1 independent, for finding magnitude using \(X\) and \(Y\) in terms of \(mg\) only; A1 for correct answer
# Question 6:

## Part 6(a):

| Working/Answer | Marks | Guidance |
|---|---|---|
| $\text{MI}=2\times\frac{4ma^2}{3}+\left(\frac{ma^2}{3}+m(2a\cos 30°)^2\right)$ | M1 A1, A1 | M1 for attempt at MI dimensionally correct; first A1 for first two terms; second A1 for third term unsimplified |
| $=6ma^2$ | A1 | A1 for correct GIVEN ANSWER |

## Part 6(b):

| Working/Answer | Marks | Guidance |
|---|---|---|
| $X-3mg\cos 60°=0$ since $\dot{\theta}=0$ | M1 | M1 for equation of motion inwards with usual rules and RHS $=0$ |
| $X=\frac{3mg}{2}$ | A1 | A1 for correct value of $X$ |
| $3mg\sin 60°\pm Y=3m\cdot\frac{2}{3}\cdot 2a\cos 30°\,\ddot{\theta}$ | M1 A1 A1 | M1 for equation of motion tangentially; A1A1 for correct equation (A1A0 if one error) |
| $M(A):\; 3mga=6ma^2\ddot{\theta}$ OR $6a\ddot{\theta}=2\sqrt{3}g\sin 60°$ | M1 A1 | M1 for rotational equation about $A$ giving equation in $\ddot{\theta}$ only |
| Eliminating $\ddot{\theta}$: $Y=\frac{mg\sqrt{3}}{2}$ | DM1 A1 | DM1 dependent on previous 2 M's for eliminating to give $Y$ in terms of $mg$ |
| $R=\sqrt{X^2+Y^2}=\frac{mg}{2}\sqrt{3+3^2}=mg\sqrt{3}$ | M1 A1 | M1 independent, for finding magnitude using $X$ and $Y$ in terms of $mg$ only; A1 for correct answer |

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6. Three equal uniform rods, each of mass $m$ and length $2 a$, form the sides of a rigid equilateral triangular frame $A B C$. The frame is free to rotate in a vertical plane about a fixed smooth horizontal axis $L$ which passes through $A$ and is perpendicular to the plane of the frame.
\begin{enumerate}[label=(\alph*)]
\item Show that the moment of inertia of the frame about $L$ is $6 m a ^ { 2 }$.

The frame is held with $A B$ horizontal and $C$ below $A B$, and released from rest.

Given that the centre of mass of the frame is two thirds of the way along a median from a vertex,
\item find the magnitude of the force exerted by the axis on the frame at $A$ at the instant when the frame is released.
\end{enumerate}

\hfill \mbox{\textit{Edexcel M5 2018 Q6 [15]}}