OCR MEI Further Mechanics Major 2023 June — Question 4 6 marks

Exam BoardOCR MEI
ModuleFurther Mechanics Major (Further Mechanics Major)
Year2023
SessionJune
Marks6
PaperDownload PDF ↗
Mark schemeDownload PDF ↗
TopicMoments
TypeResultant force on lamina
DifficultyStandard +0.8 This is a 2D equilibrium problem requiring resolution of forces along rhombus sides (needing geometry to find angles), vector addition for force equilibrium, and moment calculation for couple equilibrium. While systematic, it demands careful geometric analysis of the rhombus, correct force resolution in two directions, and understanding of couples—more involved than standard equilibrium questions but follows established methods.
Spec3.04b Equilibrium: zero resultant moment and force

\includegraphics{figure_4} A rigid lamina of negligible mass is in the form of a rhombus ABCD, where AC = 6 m and BD = 8 m. Forces of magnitude 2 N, 4 N, 3 N and 5 N act along its sides AB, BC, CD and DA, respectively, as shown in the diagram. A further force F N, acting at A, and a couple of magnitude G N m are also applied to the lamina so that it is in equilibrium.
  1. Determine the magnitude and direction of F. [4]
  2. Determine the value of G. [2]

Question 4:
AnswerMarks Guidance
4(a) Horizontal component of F is 0
vertical (oe)
e.g. 2 c o s 4 c o s 3 c o s 5 c o s ( 2 c o s )      + − − = −
AnswerMarks Guidance
e.g. 12 +12 −2(1)(1)cos(2(90−))M1 3.3
where is the angle between AB and the upward
vertical – condone if trig. terms are not consistent (but
all four must have been resolved)
3
c o s  =  vertical component of F is 1.2
AnswerMarks Guidance
5A1 1.1
Magnitude of F is 1.2
AnswerMarks Guidance
Direction of F is in the same direction as ACA1 2.2a
upwards’ or ‘upwards’ only (oe) for direction
(‘vertically’ only though is A0, but may be clarified
with a diagram)
[4]
AnswerMarks
(b)e.g. moments about A: G = 6 ( 3 s i n ) 6 ( 4 s i n )   +
or 3 ( 4 s i n ) 4 ( 4 c o s ) 3 ( 6 s i n )    + +
or 3 ( 3 s i n ) 4 ( 3 c o s ) 3 ( 4 s i n ) 4 ( 4 c o s )     + + +
or e.g. moments about O:
3 ( 3 s i n ) 3 ( 2 s i n ) 4 ( 4 c o s ) 4 ( 5 c o s )     + + +
AnswerMarks Guidance
or 4 ( 4 2 ) c o s 4 ( 3 5 ) c o s   + + +B1 3.1b
correct terms for their chosen point (note that if their
answer to (a) is correct then taking moments about D
or B, their F must be included too).
A correct answer implies this mark
4
G=42sin=42 =33.6
AnswerMarks Guidance
5B1 1.1
anywhere in their solution so ISW if 33.6 is then
stated as –33.6)
[2]
Question 4:
4 | (a) | Horizontal component of F is 0 | B1 | 1.1 | This mark can be implied if direction is stated as
vertical (oe)
e.g. 2 c o s 4 c o s 3 c o s 5 c o s ( 2 c o s )      + − − = −
e.g. 12 +12 −2(1)(1)cos(2(90−)) | M1 | 3.3 | Resolving vertically (oe) (at least four terms required)
where is the angle between AB and the upward
vertical – condone if trig. terms are not consistent (but
all four must have been resolved)
3
c o s  =  vertical component of F is 1.2
5 | A1 | 1.1 | Sight of  1 .2
Magnitude of F is 1.2
Direction of F is in the same direction as AC | A1 | 2.2a | Magnitude must be positive – allow ‘vertically
upwards’ or ‘upwards’ only (oe) for direction
(‘vertically’ only though is A0, but may be clarified
with a diagram)
[4]
(b) | e.g. moments about A: G = 6 ( 3 s i n ) 6 ( 4 s i n )   +
or 3 ( 4 s i n ) 4 ( 4 c o s ) 3 ( 6 s i n )    + +
or 3 ( 3 s i n ) 4 ( 3 c o s ) 3 ( 4 s i n ) 4 ( 4 c o s )     + + +
or e.g. moments about O:
3 ( 3 s i n ) 3 ( 2 s i n ) 4 ( 4 c o s ) 4 ( 5 c o s )     + + +
or 4 ( 4 2 ) c o s 4 ( 3 5 ) c o s   + + + | B1 | 3.1b | Taking moments (resolved force distance (oe)) with
correct terms for their chosen point (note that if their
answer to (a) is correct then taking moments about D
or B, their F must be included too).
A correct answer implies this mark
4
G=42sin=42 =33.6
5 | B1 | 1.1 | No direction required but must be positive (seen
anywhere in their solution so ISW if 33.6 is then
stated as –33.6)
[2]
\includegraphics{figure_4}

A rigid lamina of negligible mass is in the form of a rhombus ABCD, where AC = 6 m and BD = 8 m. Forces of magnitude 2 N, 4 N, 3 N and 5 N act along its sides AB, BC, CD and DA, respectively, as shown in the diagram. A further force F N, acting at A, and a couple of magnitude G N m are also applied to the lamina so that it is in equilibrium.

\begin{enumerate}[label=(\alph*)]
\item Determine the magnitude and direction of F. [4]
\item Determine the value of G. [2]
\end{enumerate}

\hfill \mbox{\textit{OCR MEI Further Mechanics Major 2023 Q4 [6]}}