CAIE M2 2005 November — Question 3 6 marks

Exam BoardCAIE
ModuleM2 (Mechanics 2)
Year2005
SessionNovember
Marks6
PaperDownload PDF ↗
Mark schemeDownload PDF ↗
TopicCentre of Mass 2
TypeLamina in equilibrium with applied force
DifficultyStandard +0.8 This is a multi-part centre of mass problem requiring: (i) finding the centroid of a composite trapezium shape using integration or decomposition methods, and (ii) applying equilibrium conditions (moments and forces) with the lamina suspended at an angle. The geometric setup and moment calculation about a point with two unknowns requires systematic problem-solving beyond routine exercises, though the techniques are standard for Further Maths Mechanics.
Spec6.04c Composite bodies: centre of mass6.04e Rigid body equilibrium: coplanar forces

3 \includegraphics[max width=\textwidth, alt={}, center]{a20a6641-d771-4c89-b40f-168a0c61f99d-3_293_1045_267_550} A uniform lamina \(A B C D\) is in the form of a trapezium in which \(A B\) and \(D C\) are parallel and have lengths 2 m and 3 m respectively. \(B D\) is perpendicular to the parallel sides and has length 1 m (see diagram).
  1. Find the distance of the centre of mass of the lamina from \(B D\). The lamina has weight \(W \mathrm {~N}\) and is in equilibrium, suspended by a vertical string attached to the lamina at \(B\). The lamina rests on a vertical support at \(C\). The lamina is in a vertical plane with \(A B\) and \(D C\) horizontal.
  2. Find, in terms of \(W\), the tension in the string and the magnitude of the force exerted on the lamina at \(C\).

Question 3:
Part (i):
AnswerMarks Guidance
Answer/WorkingMark Guidance
M1For obtaining an equation in \(\bar{x}\) by taking moments about, for example, \(BD\)
\(0.6W \times 1 - 0.4W \times (2/3) = W\bar{x}\) or \(\frac{1}{2}(3\times1)\times1 - \frac{1}{2}(2\times1)\times(2/3) = (3/2+1)\bar{x}\)A1 Any correct equation in \(\bar{x}\), with or without \(W\) throughout
Distance is \(1/3\) mA1 [3]
Part (ii):
AnswerMarks Guidance
Answer/WorkingMark Guidance
\(3T = (8/3)W\) or \(3F_C = (1/3)W\)M1 For taking moments about \(C\) or about \(BD\)
Tension is \(8W/9\) or force at \(C = W/9\)A1 ft ft for \(T = (1 - \bar{x}/3)W\) or \(F_C = (\bar{x}/3)W\)
Force at \(C = W/9\) or tension is \(8W/9\)A1 ft [3]
## Question 3:

### Part (i):

| Answer/Working | Mark | Guidance |
|---|---|---|
| | M1 | For obtaining an equation in $\bar{x}$ by taking moments about, for example, $BD$ |
| $0.6W \times 1 - 0.4W \times (2/3) = W\bar{x}$ or $\frac{1}{2}(3\times1)\times1 - \frac{1}{2}(2\times1)\times(2/3) = (3/2+1)\bar{x}$ | A1 | Any correct equation in $\bar{x}$, with or without $W$ throughout |
| Distance is $1/3$ m | A1 | **[3]** |

### Part (ii):

| Answer/Working | Mark | Guidance |
|---|---|---|
| $3T = (8/3)W$ or $3F_C = (1/3)W$ | M1 | For taking moments about $C$ or about $BD$ |
| Tension is $8W/9$ or force at $C = W/9$ | A1 ft | ft for $T = (1 - \bar{x}/3)W$ or $F_C = (\bar{x}/3)W$ |
| Force at $C = W/9$ or tension is $8W/9$ | A1 ft | **[3]** |

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3\\
\includegraphics[max width=\textwidth, alt={}, center]{a20a6641-d771-4c89-b40f-168a0c61f99d-3_293_1045_267_550}

A uniform lamina $A B C D$ is in the form of a trapezium in which $A B$ and $D C$ are parallel and have lengths 2 m and 3 m respectively. $B D$ is perpendicular to the parallel sides and has length 1 m (see diagram).\\
(i) Find the distance of the centre of mass of the lamina from $B D$.

The lamina has weight $W \mathrm {~N}$ and is in equilibrium, suspended by a vertical string attached to the lamina at $B$. The lamina rests on a vertical support at $C$. The lamina is in a vertical plane with $A B$ and $D C$ horizontal.\\
(ii) Find, in terms of $W$, the tension in the string and the magnitude of the force exerted on the lamina at $C$.

\hfill \mbox{\textit{CAIE M2 2005 Q3 [6]}}