| Exam Board | AQA |
|---|---|
| Module | Further Paper 1 (Further Paper 1) |
| Year | 2022 |
| Session | June |
| Marks | 19 |
| Paper | Download PDF ↗ |
| Mark scheme | Download PDF ↗ |
| Topic | Simple Harmonic Motion |
| Type | SHM on inclined plane |
| Difficulty | Challenging +1.8 This is a substantial Further Maths mechanics problem requiring multiple techniques: setting up equilibrium conditions on an inclined plane with two elastic strings, deriving the SHM equation from Newton's second law, applying critical damping conditions, solving the differential equation with initial conditions, and finding maximum speed via calculus. While each component uses standard Further Maths methods (SHM, damped oscillations), the multi-part structure, careful bookkeeping of extensions/tensions, and the inclined plane geometry make it more demanding than typical questions. However, it follows predictable patterns for this topic without requiring novel insight. |
| Spec | 4.10f Simple harmonic motion: x'' = -omega^2 x6.02g Hooke's law: T = k*x or T = lambda*x/l6.02h Elastic PE: 1/2 k x^26.02i Conservation of energy: mechanical energy principle |
| Answer | Marks |
|---|---|
| 11(a) | Forms equilibrium force |
| Answer | Marks | Guidance |
|---|---|---|
| Condone sign errors | 3.1b | B1 |
| Answer | Marks | Guidance |
|---|---|---|
| 9o(rππ π΅π΅ β π₯π₯) 7(πππ΄π΄+π₯π₯) | 1.1a | B1F |
| Answer | Marks | Guidance |
|---|---|---|
| or | 3.1b | M1 |
| Answer | Marks | Guidance |
|---|---|---|
| or | 1.1b | A1F |
| Answer | Marks | Guidance |
|---|---|---|
| required result | 2.1 | R1 |
| Total | 5 | |
| Q | Marking instructions | AO |
| Answer | Marks |
|---|---|
| 11(b)(i) | Obtains fully correct 2nd |
| Answer | Marks | Guidance |
|---|---|---|
| m | 2.2a | B1 |
| Answer | Marks | Guidance |
|---|---|---|
| or Auxiliary Equation | 1.2 | M1 |
| Answer | Marks | Guidance |
|---|---|---|
| k from correct working | 2.1 | R1 |
| Total | 3 | |
| Q | Marking instructions | AO |
| Answer | Marks |
|---|---|
| 11(b)(ii) | Obtains correct solution |
| Answer | Marks | Guidance |
|---|---|---|
| Auxiliary Equation | 3.1a | M1 |
| Answer | Marks | Guidance |
|---|---|---|
| differential equation | 1.1b | A1F |
| Answer | Marks | Guidance |
|---|---|---|
| A | 3.3 | B1 |
| Answer | Marks | Guidance |
|---|---|---|
| when t =0 | 3.3 | M1 |
| Answer | Marks | Guidance |
|---|---|---|
| 5 | 1.1b | A1F |
| Answer | Marks | Guidance |
|---|---|---|
| correct result | 2.1 | R1 |
| Total | 6 | |
| Q | Marking instructions | AO |
| Answer | Marks |
|---|---|
| 11(b)(iii) | Forms an equation to |
| Answer | Marks | Guidance |
|---|---|---|
| model | 3.1a | M1 |
| Answer | Marks | Guidance |
|---|---|---|
| maximum speed | 1.1b | A1F |
| Answer | Marks | Guidance |
|---|---|---|
| any form | 1.1b | A1F |
| Answer | Marks | Guidance |
|---|---|---|
| model | 3.4 | M1 |
| Answer | Marks | Guidance |
|---|---|---|
| (β0.5 m s-1 = A0) | 3.2a | A1 |
| Total | 5 | |
| Question total | 19 | |
| Q | Marking instructions | AO |
Question 11:
--- 11(a) ---
11(a) | Forms equilibrium force
equation with three
correct terms.
Condone sign errors | 3.1b | B1 | In equilibrium position
7πππ΄π΄ = 9πππ΅π΅+0.32ππsin30
,
1.2= πππ΄π΄ +πππ΅π΅
πππ΄π΄ = 0.775 πππ΅π΅ = 0.425
After release
9(πππ΅π΅ βπ₯π₯)+0.32ππsin30β7(πππ΄π΄+π₯π₯)= 0.32π₯π₯Μ
9(0.425βπ₯π₯)+0.32ππsin30β7(0.775+π₯π₯)= 0.32π₯π₯Μ
3.825β9π₯π₯+1.6β5.425β7π₯π₯ =0.32π₯π₯Μ
as required β16π₯π₯ = 0.32π₯π₯Μ
π₯π₯Μ +50π₯π₯ = 0
Forms at least one
correct expression in x
for the tension
ie or
Condone their incorrect
9o(rππ π΅π΅ β π₯π₯) 7(πππ΄π΄+π₯π₯) | 1.1a | B1F
ππ π΄π΄ πππ΅π΅
Forms general force
equation with four terms
(with at least two terms
correct).
Condone βaβ for
ο¦xο¦
Condone sign errors on
the terms
Condone their incorrect
or | 3.1b | M1
πππ΄π΄ πππ΅π΅
Forms correct force
equation.
Can be in terms of
&
Condone βaβ for
ο¦xο¦
ππC π΄π΄ ondππo π΅π΅ ne their incorrect
or | 1.1b | A1F
πππ΄π΄ πππ΅π΅
Constructs a rigorous
argument to show the
required result | 2.1 | R1
Total | 5
Q | Marking instructions | AO | Marks | Typical solution
--- 11(b)(i) ---
11(b)(i) | Obtains fully correct 2nd
order DE or auxiliary
equation, any correct
form.
Condone βk
Allow instead of 0.32
m | 2.2a | B1 | 9(0.425βx)+0.32gsin30β7(0.775+x)βkxο¦=0.32ο¦xο¦
0.32ο¦xο¦+kxο¦+16x=0
0.32Ξ»2+kΞ»+16=0
Critical Damping so:
b2 β4ac=0
k2 β4Γ0.32Γ16=0
512
k2 =
25
16 2
k =
5
Sets up b2 β4ac =0
from their 2nd order DE
or Auxiliary Equation | 1.2 | M1
Obtains correct value of
k from correct working | 2.1 | R1
Total | 3
Q | Marking instructions | AO | Marks | Typical solution
--- 11(b)(ii) ---
11(b)(ii) | Obtains correct solution
from their three term
Auxiliary Equation | 3.1a | M1 | 16 2
0.32Ξ»2 + Ξ»+16=0
5
Ξ»=β5 2 twice
x= Aeβ5 2 t +Bteβ5 2 t
x=0.2,t =0β A=0.2
xο¦ =β5 2Aeβ5 2 t +Beβ5 2 t β5 2Bteβ5 2 t
xο¦ =0,t =0β B = 2
x=0.2eβ5 2 t + 2teβ5 2 t
Obtains correct solution
of their three term
differential equation | 1.1b | A1F
Uses x =0.2when
t =0to obtain correct
A | 3.3 | B1
Sets their correct xο¦ =0
when t =0 | 3.3 | M1
Obtains their correct
B
16 2
Ft from Ξ»2+ Ξ»+50=0
5 | 1.1b | A1F
Completes a rigorous
argument to obtain the
correct result | 2.1 | R1
Total | 6
Q | Marking instructions | AO | Marks | Typical solution
--- 11(b)(iii) ---
11(b)(iii) | Forms an equation to
find the value of t at the
maximum speed
Must start from a
damped harmonic
model | 3.1a | M1 | xο¦ =β 2eβ5 2 t + 2eβ5 2 t β10teβ5 2 t
=β10teβ5 2 t
ο¦xο¦=β10eβ5 2 t +50 2teβ5 2 t
At Max
xο¦
ο¦xο¦=0=β10eβ5 2 t +50 2teβ5 2 t
5 2t =1
1 2
t = =
5 2 10
xο¦ =β 2eβ1 =β0.52026ο
Max Speed = 0.5 m s-1
Obtains a correct
equation to find the
value of t at the
maximum speed | 1.1b | A1F
Obtains their correct ,
t
any form | 1.1b | A1F
Uses their value of t to
obtain the velocity
Must start from a
damped harmonic
model | 3.4 | M1
Obtains correct max
speed, to at least 1sf or
exact
Condone missing units
(β0.5 m s-1 = A0) | 3.2a | A1
Total | 5
Question total | 19
Q | Marking instructions | AO | Marks | Typical solution
In this question use $g$ as $10\,\text{m}\,\text{s}^{-2}$
A smooth plane is inclined at $30Β°$ to the horizontal.
The fixed points $A$ and $B$ are 3.6 metres apart on the line of greatest slope of the plane, with $A$ higher than $B$
A particle $P$ of mass 0.32 kg is attached to one end of each of two light elastic strings. The other ends of these strings are attached to the points $A$ and $B$ respectively.
The particle $P$ moves on a straight line that passes through $A$ and $B$
\includegraphics{figure_2}
The natural length of the string $AP$ is 1.4 metres.
When the extension of the string $AP$ is $e_A$ metres, the tension in the string $AP$ is $7e_A$ newtons.
The natural length of the string $BP$ is 1 metre.
When the extension of the string $BP$ is $e_B$ metres, the tension in the string $BP$ is $9e_B$ newtons.
The particle $P$ is held at the point between $A$ and $B$ which is 0.2 metres from its equilibrium position and lower than its equilibrium position.
The particle $P$ is then released from rest.
At time $t$ seconds after $P$ is released, its displacement towards $B$ from its equilibrium position is $x$ metres.
\begin{enumerate}[label=(\alph*)]
\item Show that during the subsequent motion the object satisfies the equation
$$\ddot{x} + 50x = 0$$
Fully justify your answer. [5 marks]
\item The experiment is repeated in a large tank of oil.
During the motion the oil causes a resistive force of $kv$ newtons to act on the particle, where $v\,\text{m}\,\text{s}^{-1}$ is the speed of the particle.
The oil causes critical damping to occur.
\begin{enumerate}[label=(\roman*)]
\item Show that $k = \frac{16\sqrt{2}}{5}$ [3 marks]
\item Find $x$ in terms of $t$, giving your answer in exact form. [6 marks]
\item Calculate the maximum speed of the particle. [5 marks]
\end{enumerate}
\end{enumerate}
\hfill \mbox{\textit{AQA Further Paper 1 2022 Q11 [19]}}