| Exam Board | OCR MEI |
|---|---|
| Module | Further Mechanics A AS (Further Mechanics A AS) |
| Year | 2018 |
| Session | June |
| Marks | 9 |
| Paper | Download PDF ↗ |
| Mark scheme | Download PDF ↗ |
| Topic | Centre of Mass 1 |
| Type | Suspended lamina equilibrium angle |
| Difficulty | Standard +0.3 This is a standard centre of mass question involving composite shapes (subtraction method) and suspended equilibrium. Part (i) is trivial geometry, part (ii) requires routine application of the composite body formula with area weighting, and part (iii) uses basic equilibrium (vertical through COM). All techniques are standard textbook exercises with no novel insight required, making it slightly easier than average. |
| Spec | 6.04e Rigid body equilibrium: coplanar forces |
| Answer | Marks | Guidance |
|---|---|---|
| 4 | (i) | Equilateral triangle, plus symmetry or D is |
| midpoint of BC | B1 | |
| [1] | 2.4 | Oe, eg reference to median |
| (ii) | Masses in right ratio; 4 : 1 : 3 |
| Answer | Marks |
|---|---|
| 3 | B1 |
| Answer | Marks |
|---|---|
| [5] | 3.1a |
| Answer | Marks |
|---|---|
| 3.2a | May see 36β3Ο, 9β3Ο and 27β3Ο oe |
| Answer | Marks |
|---|---|
| Or (5,4.04(145)) | Implied by COM 2β3 from D |
| Answer | Marks |
|---|---|
| (iii) | Use Centre of Mass vertically below D |
| Answer | Marks |
|---|---|
| Angle is 43.9Β° | M1*ft |
| Answer | Marks |
|---|---|
| [3] | 3.1b |
| Answer | Marks |
|---|---|
| 2.2a | 7 |
| Answer | Marks |
|---|---|
| 43.897β¦ or 0.76616β¦ rads | Ft from (ii) |
Question 4:
4 | (i) | Equilateral triangle, plus symmetry or D is
midpoint of BC | B1
[1] | 2.4 | Oe, eg reference to median
(ii) | Masses in right ratio; 4 : 1 : 3
4Γ6β1Γ9 = 3Γπ₯Μ
Distance AD is β122 β62
4Γ2β3β1Γβ3 = 3Γπ¦Μ
7
(5, β3)
3 | B1
M1
B1
M1
A1
[5] | 3.1a
3.4
1.1
1.1
3.2a | May see 36β3Ο, 9β3Ο and 27β3Ο oe
Allow sign error; one mass and one
distance right, at least
AD = 6β3
Allow sign error; one mass and one
distance (ft AD) right, at least
Or (5,4.04(145)) | Implied by COM 2β3 from D
or 4β3 from A
3 6
OR π( )+π( )+
β3 4β3
6 π₯Μ
π( )= 3π( )
2β3 π¦Μ
Note: other methods may be
seen
(iii) | Use Centre of Mass vertically below D
3
angle EDG = tanβ1 [+30]
7β3
Angle is 43.9Β° | M1*ft
*M1
A1
[3] | 3.1b
1.1
2.2a | 7
Must see 1 (or 6 β 5) and β3
3
Accept reciprocal; can be implied by
angle 13.9Β° or 76.1Β°
43.897β¦ or 0.76616β¦ rads | Ft from (ii)
Or find angle BDG (= 76.1Β°)
180 β 76.1 β 60 = 43.9Β°
Note: Can find DG and use sin
or cos
4 A uniform lamina ABDE is in the shape of an equilateral triangle ABC of side 12 cm from which an equilateral triangle of side 6 cm has been removed from corner $C$. The lamina is situated on coordinate axes as shown in Fig. 4.
\begin{figure}[h]
\begin{center}
\includegraphics[alt={},max width=\textwidth]{fa99d9e6-e174-42dd-ac92-7b7d112c08be-4_501_753_406_646}
\captionsetup{labelformat=empty}
\caption{Fig. 4}
\end{center}
\end{figure}
(i) Explain why angle $\mathrm { BDA } = 90 ^ { \circ }$.\\
(ii) Find the coordinates of the centre of mass of the lamina ABDE .
The lamina ABDE is now freely suspended from D and hangs in equilibrium.\\
(iii) Calculate the angle DE makes with the downward vertical.
\hfill \mbox{\textit{OCR MEI Further Mechanics A AS 2018 Q4 [9]}}