Edexcel FM2 AS 2018 June — Question 1 7 marks

Exam BoardEdexcel
ModuleFM2 AS (Further Mechanics 2 AS)
Year2018
SessionJune
Marks7
PaperDownload PDF ↗
Mark schemeDownload PDF ↗
TopicMoments
TypeLamina hinged at point with string support
DifficultyChallenging +1.2 This is a two-part moments question requiring center of mass calculation for a bent rod (non-trivial but standard technique) and equilibrium with applied force. Part (a) involves systematic decomposition into three segments and weighted averaging. Part (b) requires taking moments about the hinge with a horizontal force. While it demands careful geometric reasoning and multiple steps (8 marks typical), the techniques are standard Further Mechanics fare without requiring novel insight.
Spec6.04b Find centre of mass: using symmetry6.04c Composite bodies: centre of mass6.04e Rigid body equilibrium: coplanar forces

1. Figure 1 A thin uniform rod, of total length \(30 a\) and mass \(M\), is bent to form a frame. The frame is in the shape of a triangle \(A B C\), where \(A B = 12 a , B C = 5 a\) and \(C A = 13 a\), as shown in Figure 1.
  1. Show that the centre of mass of the frame is \(\frac { 3 } { 2 } a\) from \(A B\). The frame is freely suspended from \(A\). A horizontal force of magnitude \(k M g\), where \(k\) is a constant, is applied to the frame at \(B\). The line of action of the force lies in the vertical plane containing the frame. The frame hangs in equilibrium with \(A B\) vertical.
  2. Find the value of \(k\).

Question 1:
Part (a)
AnswerMarks Guidance
Answer/WorkingMark Guidance
Complete strategy to find \(d\)M1 Moments about \(AB\) or parallel axis; all relevant terms; dimensionally correct; condone sign errors; \(M\)'s might cancel
\(\frac{5}{30}M \times \frac{5}{2}a + \frac{13}{30}M \times \frac{5}{2}a = M \times d\)A1 Unsimplified equation with at most one error
\(\left(\frac{25}{2}a + \frac{65}{2}a = 30d\right)\)A1 Correct unsimplified equation
\(90a = 60d \Rightarrow d = \frac{3}{2}a\)A1* Obtain the given answer from a convincing argument
(4 marks)
Part (b)
AnswerMarks Guidance
Answer/WorkingMark Guidance
Complete strategy to find \(k\), e.g. by use of a moments equationM1 Moments about \(A\); all relevant terms; dimensionally correct; condone sign errors; condone if \(a\), \(M\), \(g\) missing throughout
\(Mg \times \frac{3}{2}a = kMg \times 12a\)A1 Correct unsimplified equation in \(k\)
\(k = \frac{1}{8}\)A1 Correct answer – any equivalent form
(3 marks)
Part (b) Alternative
AnswerMarks Guidance
Answer/WorkingMark Guidance
Moments equationM1
\(12a \times kM = \frac{13}{30}M \times 2.5a + \frac{5}{30}M \times 2.5a\)A1
\(12k = \frac{45}{30}\), \(\quad k = \frac{1}{8}\)A1
(3 marks)
## Question 1:

### Part (a)

| Answer/Working | Mark | Guidance |
|---|---|---|
| Complete strategy to find $d$ | M1 | Moments about $AB$ or parallel axis; all relevant terms; dimensionally correct; condone sign errors; $M$'s might cancel |
| $\frac{5}{30}M \times \frac{5}{2}a + \frac{13}{30}M \times \frac{5}{2}a = M \times d$ | A1 | Unsimplified equation with at most one error |
| $\left(\frac{25}{2}a + \frac{65}{2}a = 30d\right)$ | A1 | Correct unsimplified equation |
| $90a = 60d \Rightarrow d = \frac{3}{2}a$ | A1* | Obtain the **given answer** from a convincing argument |

**(4 marks)**

### Part (b)

| Answer/Working | Mark | Guidance |
|---|---|---|
| Complete strategy to find $k$, e.g. by use of a moments equation | M1 | Moments about $A$; all relevant terms; dimensionally correct; condone sign errors; condone if $a$, $M$, $g$ missing throughout |
| $Mg \times \frac{3}{2}a = kMg \times 12a$ | A1 | Correct unsimplified equation in $k$ |
| $k = \frac{1}{8}$ | A1 | Correct answer – any equivalent form |

**(3 marks)**

### Part (b) Alternative

| Answer/Working | Mark | Guidance |
|---|---|---|
| Moments equation | M1 | |
| $12a \times kM = \frac{13}{30}M \times 2.5a + \frac{5}{30}M \times 2.5a$ | A1 | |
| $12k = \frac{45}{30}$, $\quad k = \frac{1}{8}$ | A1 | |

**(3 marks)**

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1.

Figure 1

A thin uniform rod, of total length $30 a$ and mass $M$, is bent to form a frame. The frame is in the shape of a triangle $A B C$, where $A B = 12 a , B C = 5 a$ and $C A = 13 a$, as shown in Figure 1.
\begin{enumerate}[label=(\alph*)]
\item Show that the centre of mass of the frame is $\frac { 3 } { 2 } a$ from $A B$.

The frame is freely suspended from $A$. A horizontal force of magnitude $k M g$, where $k$ is a constant, is applied to the frame at $B$. The line of action of the force lies in the vertical plane containing the frame. The frame hangs in equilibrium with $A B$ vertical.
\item Find the value of $k$.
\end{enumerate}

\hfill \mbox{\textit{Edexcel FM2 AS 2018 Q1 [7]}}