CAIE M2 2006 June — Question 5 7 marks

Exam BoardCAIE
ModuleM2 (Mechanics 2)
Year2006
SessionJune
Marks7
PaperDownload PDF ↗
Mark schemeDownload PDF ↗
TopicMoments
TypeLamina hinged at point with string support
DifficultyStandard +0.3 This is a standard two-part mechanics question requiring center of mass calculation for a composite lamina (routine application of moments formula) and then equilibrium of moments about a hinge. Both parts follow textbook methods with no novel insight required, though the multi-step nature and need to handle composite shapes makes it slightly above average difficulty.
Spec3.04b Equilibrium: zero resultant moment and force6.04b Find centre of mass: using symmetry6.04e Rigid body equilibrium: coplanar forces

5 \includegraphics[max width=\textwidth, alt={}, center]{ece63d46-5e56-4668-939a-9dbbcfc1a77a-3_531_791_1633_678} A uniform lamina of weight 15 N has dimensions as shown in the diagram.
  1. Show that the distance of the centre of mass of the lamina from \(A B\) is 0.22 m . The lamina is freely hinged at \(B\) to a fixed point. One end of a light inextensible string is attached to the lamina at \(C\). The string passes over a fixed smooth pulley and a particle of mass 1.1 kg is attached to the other end of the string. The lamina is in equilibrium with \(B C\) horizontal. The string is taut and makes an angle of \(\theta ^ { \circ }\) with the horizontal at \(C\), and the particle hangs freely below the pulley (see diagram).
  2. Find the value of \(\theta\).

AnswerMarks Guidance
(i)M1 For using \(M\vec{r} = \sum\) (or difference) of moments of components
Correct weights and moment distances of components:
\(8N, 0.3m, 6N, 0.4m, 27N, 0.3m\)
AnswerMarks
\(6N, 0.1m, 9N, 0.1m, 12N, 0.4m\)B1
\(15\bar{x} = 9 \times 0.3 + 6 \times 0.1\) or
\(15\bar{x} = 9 \times 0.1 + 6 \times 0.4\) or
\(15\bar{x} = 27 \times 0.3 - 12 \times 0.4\)
AnswerMarks
Distance is 0.22 mA1 ⊞
A14
(ii) \(15 \times 0.22 = 11 \times 0.6 \sin \theta\)
AnswerMarks Guidance
\(\theta = 30\)M1, A1, A1 3
**(i)** | M1 | For using $M\vec{r} = \sum$ (or difference) of moments of components

Correct weights and moment distances of components:
$8N, 0.3m, 6N, 0.4m, 27N, 0.3m$
$6N, 0.1m, 9N, 0.1m, 12N, 0.4m$ | B1 |

$15\bar{x} = 9 \times 0.3 + 6 \times 0.1$ or
$15\bar{x} = 9 \times 0.1 + 6 \times 0.4$ or
$15\bar{x} = 27 \times 0.3 - 12 \times 0.4$
Distance is 0.22 m | A1 ⊞

A1 | 4 |

**(ii)** $15 \times 0.22 = 11 \times 0.6 \sin \theta$
$\theta = 30$ | M1, A1, A1 | 3 | For taking moments about B

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5\\
\includegraphics[max width=\textwidth, alt={}, center]{ece63d46-5e56-4668-939a-9dbbcfc1a77a-3_531_791_1633_678}

A uniform lamina of weight 15 N has dimensions as shown in the diagram.\\
(i) Show that the distance of the centre of mass of the lamina from $A B$ is 0.22 m .

The lamina is freely hinged at $B$ to a fixed point. One end of a light inextensible string is attached to the lamina at $C$. The string passes over a fixed smooth pulley and a particle of mass 1.1 kg is attached to the other end of the string. The lamina is in equilibrium with $B C$ horizontal. The string is taut and makes an angle of $\theta ^ { \circ }$ with the horizontal at $C$, and the particle hangs freely below the pulley (see diagram).\\
(ii) Find the value of $\theta$.

\hfill \mbox{\textit{CAIE M2 2006 Q5 [7]}}