OCR MEI Further Mechanics Major 2022 June — Question 12 13 marks

Exam BoardOCR MEI
ModuleFurther Mechanics Major (Further Mechanics Major)
Year2022
SessionJune
Marks13
PaperDownload PDF ↗
Mark schemeDownload PDF ↗
TopicMoments
TypeCoplanar forces in equilibrium
DifficultyChallenging +1.8 This is a challenging statics problem requiring careful geometric analysis of a lamina on two inclined planes, resolution of forces with normal reactions at two contact points, and moment equations. The geometry is non-trivial (30° and 60° planes, square lamina at angle θ), requiring students to determine force directions and perpendicular distances. However, it's a structured multi-part question with clear guidance, and the techniques (resolving forces, taking moments) are standard Further Mechanics methods. The algebraic manipulation is moderate, and part (c) is verification only.
Spec3.04b Equilibrium: zero resultant moment and force6.04e Rigid body equilibrium: coplanar forces

\includegraphics{figure_12} The diagram shows a uniform square lamina ABCD, of weight \(W\) and side-length \(a\). The lamina is in equilibrium in a vertical plane that also contains the point O. The vertex A rests on a smooth plane inclined at an angle of 30° to the horizontal. The vertex B rests on a smooth plane inclined at an angle of 60° to the horizontal. OA is a line of greatest slope of the plane inclined at 30° to the horizontal and OB is a line of greatest slope of the plane inclined at 60° to the horizontal. The side AB is inclined at an angle \(\theta\) to the horizontal and the lamina is kept in equilibrium in this position by a clockwise couple of magnitude \(\frac{1}{8}aW\).
  1. By resolving horizontally and vertically, determine, in terms of \(W\), the magnitude of the normal contact force between the plane and the lamina at B. [6]
  2. By taking moments about A, show that \(\theta\) satisfies the equation $$2(\sqrt{3} + 2)\sin\theta - 2\cos\theta = 1.$$ [5]
  3. Verify that \(\theta = 22.4°\), correct to 1 decimal place. [2]

Question 12:
AnswerMarks Guidance
12(a) R sin30=R cos30
A B
R cos30+R sin30=W
A B
( )
R =R 3⇒ 3 R 3 +R =2W
A B B B
R = 1W
AnswerMarks
B 2M1*
A1
M1*
A1
M1dep*
A1
AnswerMarks
[6]3.1b
1.1
3.3
1.1
3.4
AnswerMarks
1.1Resolve horizontally – correct number of terms, allow
sin/cos confusion (and sign errors) but no θ'spresent
where R and R are the normal contact forces at A
A B
and B respectively
Resolve vertically – correct number of terms, allow
sin/cos confusion (and sign errors) but no θ'spresent
Eliminate R to form an equation in R (or equivalent
A B
to find an expression for R )
B
AnswerMarks
(b)1aW + 1a(Wcosθ)= 1a(Wsinθ)+a (1Wcos(60−θ))
8 2 2 2
( )
1+ 1cosθ= 1sinθ+ 1 1cosθ+ 3sinθ
8 2 2 2 2 2
1+4cosθ=4sinθ+2cosθ+2 3sinθ
( )
AnswerMarks
⇒2 3+2 sinθ−2cosθ=1M1*
A2
M1dep*
A1
AnswerMarks
[5]3.3
1.1
1.1
3.1a
AnswerMarks
2.2aTaking moments about A – one couple term, at least
one weight term and at least one term for the contact
force at B – dimensionally correct – condone sin/cos
confusion and allow R for 1W
B 2
A1 for two terms correct
1aW + 1a(Wcosθ)(1−tanθ)=a (1Wcos(60−θ))
8 2 2
( 2cos(θ+45))
1aW + 1a W
8 2
= 1a(Wsin30cosθ+cos30sinθ)
2
Obtain an equation in sinθand cosθonly – weight
component must be equivalent to a term in sinθand a
term in cosθ and the angle of the contact force at B
must be of the formsin(±α±θ)or cos(±α±θ)
where α=30or 60
AG – sufficient working must be shown
AnswerMarks
(c)Considers both f(22.35)and f(22.45) where
f(θ)=± 2 ( 3+2 ) sinθ−2cosθ−1 
 
f(22.35)=−0.0114...<0and f(22.45)=0.00194...>0
AnswerMarks
change of sign indicates that θ=22.4correct to 1 decimal placeM1
A1
AnswerMarks
[2]1.1
2.4Working or correct answer for one value is sufficient
evidence of correct method but both 22.35 and 22.45
must be seen
Correct values (to at least 1 sf rot) together with
explanation (change of sign) and conclusion (as a
minimum ‘root’) oe (e.g., comparing 1.00194… and
0.98856… to 1)
Question 12:
12 | (a) | R sin30=R cos30
A B
R cos30+R sin30=W
A B
( )
R =R 3⇒ 3 R 3 +R =2W
A B B B
R = 1W
B 2 | M1*
A1
M1*
A1
M1dep*
A1
[6] | 3.1b
1.1
3.3
1.1
3.4
1.1 | Resolve horizontally – correct number of terms, allow
sin/cos confusion (and sign errors) but no θ'spresent
where R and R are the normal contact forces at A
A B
and B respectively
Resolve vertically – correct number of terms, allow
sin/cos confusion (and sign errors) but no θ'spresent
Eliminate R to form an equation in R (or equivalent
A B
to find an expression for R )
B
(b) | 1aW + 1a(Wcosθ)= 1a(Wsinθ)+a (1Wcos(60−θ))
8 2 2 2
( )
1+ 1cosθ= 1sinθ+ 1 1cosθ+ 3sinθ
8 2 2 2 2 2
1+4cosθ=4sinθ+2cosθ+2 3sinθ
( )
⇒2 3+2 sinθ−2cosθ=1 | M1*
A2
M1dep*
A1
[5] | 3.3
1.1
1.1
3.1a
2.2a | Taking moments about A – one couple term, at least
one weight term and at least one term for the contact
force at B – dimensionally correct – condone sin/cos
confusion and allow R for 1W
B 2
A1 for two terms correct
1aW + 1a(Wcosθ)(1−tanθ)=a (1Wcos(60−θ))
8 2 2
( 2cos(θ+45))
1aW + 1a W
8 2
= 1a(Wsin30cosθ+cos30sinθ)
2
Obtain an equation in sinθand cosθonly – weight
component must be equivalent to a term in sinθand a
term in cosθ and the angle of the contact force at B
must be of the formsin(±α±θ)or cos(±α±θ)
where α=30or 60
AG – sufficient working must be shown
(c) | Considers both f(22.35)and f(22.45) where
f(θ)=± 2 ( 3+2 ) sinθ−2cosθ−1 
 
f(22.35)=−0.0114...<0and f(22.45)=0.00194...>0
change of sign indicates that θ=22.4correct to 1 decimal place | M1
A1
[2] | 1.1
2.4 | Working or correct answer for one value is sufficient
evidence of correct method but both 22.35 and 22.45
must be seen
Correct values (to at least 1 sf rot) together with
explanation (change of sign) and conclusion (as a
minimum ‘root’) oe (e.g., comparing 1.00194… and
0.98856… to 1)
\includegraphics{figure_12}

The diagram shows a uniform square lamina ABCD, of weight $W$ and side-length $a$. The lamina is in equilibrium in a vertical plane that also contains the point O. The vertex A rests on a smooth plane inclined at an angle of 30° to the horizontal. The vertex B rests on a smooth plane inclined at an angle of 60° to the horizontal.

OA is a line of greatest slope of the plane inclined at 30° to the horizontal and OB is a line of greatest slope of the plane inclined at 60° to the horizontal.

The side AB is inclined at an angle $\theta$ to the horizontal and the lamina is kept in equilibrium in this position by a clockwise couple of magnitude $\frac{1}{8}aW$.

\begin{enumerate}[label=(\alph*)]
\item By resolving horizontally and vertically, determine, in terms of $W$, the magnitude of the normal contact force between the plane and the lamina at B. [6]

\item By taking moments about A, show that $\theta$ satisfies the equation
$$2(\sqrt{3} + 2)\sin\theta - 2\cos\theta = 1.$$ [5]

\item Verify that $\theta = 22.4°$, correct to 1 decimal place. [2]
\end{enumerate}

\hfill \mbox{\textit{OCR MEI Further Mechanics Major 2022 Q12 [13]}}