OCR MEI M2 2010 June — Question 2 18 marks

Exam BoardOCR MEI
ModuleM2 (Mechanics 2)
Year2010
SessionJune
Marks18
PaperDownload PDF ↗
Mark schemeDownload PDF ↗
TopicCentre of Mass 1
TypeEquilibrium with applied force
DifficultyStandard +0.3 This is a standard M2 centre of mass question with multiple parts requiring composite centre of mass calculation, toppling conditions about different edges, and moment equilibrium with an applied force. While it involves several steps and careful geometric reasoning, the techniques are all standard textbook methods with no novel insight required. Slightly above average difficulty due to the multi-part nature and need for systematic comparison of toppling angles.
Spec6.04c Composite bodies: centre of mass6.04e Rigid body equilibrium: coplanar forces

  1. Calculate the coordinates of the centre of mass of the stand. A small object of mass 5 kg is fixed to the rod AB at a distance of 40 cm from A .
  2. Show that the coordinates of the centre of mass of the stand with the object are ( 22,68 ). The stand is tilted about the edge PQ until it is on the point of toppling. The angle through which the stand is tilted is called 'the angle of tilt'. This procedure is repeated about the edges QR and RS.
  3. Making your method clear, determine which edge requires the smallest angle of tilt for the stand to topple. The small object is removed. A light string is attached to the stand at A and pulled at an angle of \(50 ^ { \circ }\) to the downward vertical in the plane \(\mathrm { O } x y\) in an attempt to tip the stand about the edge RS.
  4. Assuming that the stand does not slide, find the tension in the string when the stand is about to turn about the edge RS.

Question 2:
Part (i)
AnswerMarks Guidance
Answer/WorkingMark Guidance
\(20\begin{pmatrix}\bar{x}\\\bar{y}\end{pmatrix} = 15\begin{pmatrix}20\\0\end{pmatrix} + 3\begin{pmatrix}0\\100\end{pmatrix} + 2\begin{pmatrix}25\\200\end{pmatrix}\)M1 Method to obtain at least 1 coordinate
B1'100' or '25' correct
A1Either one RHS term correct or one component of two RHS terms correct
\(\bar{x} = 17.5\)A1
\(\bar{y} = 35\)A1
Part (ii)
AnswerMarks Guidance
Answer/WorkingMark Guidance
\(25\begin{pmatrix}\bar{x}\\\bar{y}\end{pmatrix} = \begin{pmatrix}350\\700\end{pmatrix} + 5\begin{pmatrix}40\\200\end{pmatrix}\)M1 Using (i) or starting again
so \(\bar{x} = 22\), \(\bar{y} = 68\)E1 Clearly shown
Part (iii)
AnswerMarks Guidance
Answer/WorkingMark Guidance
We need the edge that the \(\bar{x}\) position is nearestM1 This may be implied
\(\bar{x} = 22\); distances are 22 to PQ, 18 to SR, 15 to QRB1 One distance correct
B1All distances correct
so edge QRA1
Part (iv)
AnswerMarks Guidance
Answer/WorkingMark Guidance
Moments about RSM1 Moments about RS attempted
In sense \(xOy\)B1 Use of weight not mass below. FT mass from here
\(T\sin 50 \times 200 - T\cos 50 \times 40\)M1 Attempt to find moment of \(T\) about RS, including attempt at resolution. May try to find perp dist from G to line of action of the force.
\(-20g \times (40 - 17.5) = 0\)A1 \(40 - 17.5\)
B1All correct allowing sign errors
\(T = 34.5889\ldots\) so \(34.6\) N (3 s.f.)A1 cao (except for use of mass)
# Question 2:

## Part (i)
| Answer/Working | Mark | Guidance |
|---|---|---|
| $20\begin{pmatrix}\bar{x}\\\bar{y}\end{pmatrix} = 15\begin{pmatrix}20\\0\end{pmatrix} + 3\begin{pmatrix}0\\100\end{pmatrix} + 2\begin{pmatrix}25\\200\end{pmatrix}$ | M1 | Method to obtain at least 1 coordinate |
| | B1 | '100' or '25' correct |
| | A1 | Either one RHS term correct or one component of two RHS terms correct |
| $\bar{x} = 17.5$ | A1 | |
| $\bar{y} = 35$ | A1 | |

## Part (ii)
| Answer/Working | Mark | Guidance |
|---|---|---|
| $25\begin{pmatrix}\bar{x}\\\bar{y}\end{pmatrix} = \begin{pmatrix}350\\700\end{pmatrix} + 5\begin{pmatrix}40\\200\end{pmatrix}$ | M1 | Using (i) or starting again |
| so $\bar{x} = 22$, $\bar{y} = 68$ | E1 | Clearly shown |

## Part (iii)
| Answer/Working | Mark | Guidance |
|---|---|---|
| We need the edge that the $\bar{x}$ position is nearest | M1 | This may be implied |
| $\bar{x} = 22$; distances are 22 to PQ, 18 to SR, 15 to QR | B1 | One distance correct |
| | B1 | All distances correct |
| so edge QR | A1 | |

## Part (iv)
| Answer/Working | Mark | Guidance |
|---|---|---|
| Moments about RS | M1 | Moments about RS attempted |
| In sense $xOy$ | B1 | Use of weight not mass below. FT mass from here |
| $T\sin 50 \times 200 - T\cos 50 \times 40$ | M1 | Attempt to find moment of $T$ about RS, including attempt at resolution. May try to find perp dist from G to line of action of the force. |
| $-20g \times (40 - 17.5) = 0$ | A1 | $40 - 17.5$ |
| | B1 | All correct allowing sign errors |
| $T = 34.5889\ldots$ so $34.6$ N (3 s.f.) | A1 | cao (except for use of mass) |

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(i) Calculate the coordinates of the centre of mass of the stand.

A small object of mass 5 kg is fixed to the rod AB at a distance of 40 cm from A .\\
(ii) Show that the coordinates of the centre of mass of the stand with the object are ( 22,68 ).

The stand is tilted about the edge PQ until it is on the point of toppling. The angle through which the stand is tilted is called 'the angle of tilt'. This procedure is repeated about the edges QR and RS.\\
(iii) Making your method clear, determine which edge requires the smallest angle of tilt for the stand to topple.

The small object is removed. A light string is attached to the stand at A and pulled at an angle of $50 ^ { \circ }$ to the downward vertical in the plane $\mathrm { O } x y$ in an attempt to tip the stand about the edge RS.\\
(iv) Assuming that the stand does not slide, find the tension in the string when the stand is about to turn about the edge RS.

\hfill \mbox{\textit{OCR MEI M2 2010 Q2 [18]}}