Edexcel M2 2020 June — Question 3 9 marks

Exam BoardEdexcel
ModuleM2 (Mechanics 2)
Year2020
SessionJune
Marks9
PaperDownload PDF ↗
Mark schemeDownload PDF ↗
TopicMoments
TypeLadder against wall
DifficultyStandard +0.8 This is a challenging M2 statics problem requiring simultaneous resolution of forces in two directions, friction at both contact points in limiting equilibrium, and taking moments about a strategic point. The presence of friction at both ends with different coefficients, combined with the need to eliminate multiple unknowns to find tan θ, makes this significantly harder than standard ladder problems where friction appears at only one surface.
Spec6.04e Rigid body equilibrium: coplanar forces

3. \begin{figure}[h]
\includegraphics[alt={},max width=\textwidth]{1dea68fe-7916-41ed-894e-6b48f8d989bb-08_476_725_251_605} \captionsetup{labelformat=empty} \caption{Figure 1}
\end{figure} A uniform rod \(A B\), of mass 25 kg and length 3 m , has end \(A\) resting on rough horizontal ground. The end \(B\) rests against a rough vertical wall. The rod is in a vertical plane perpendicular to the wall.
The coefficient of friction between the rod and the ground is \(\frac { 4 } { 5 }\) The coefficient of friction between the rod and the wall is \(\frac { 3 } { 5 }\) The rod rests in limiting equilibrium.
The rod is at an angle of \(\theta\) to the ground, as shown in Figure 1. Find the exact value of \(\tan \theta\).
DO NOT WRITEIN THIS AREA
VIXV SIHIANI III IM IONOOVIAV SIHI NI JYHAM ION OOVI4V SIHI NI JLIYM ION OO

Question 3:
AnswerMarks Guidance
Answer/WorkingMark Guidance
Use of \(F = \mu R\)B1 At least once
Resolve horizontallyM1 Allow with their horizontal friction
\(S = \frac{4}{5}R\ \ (S = F_A)\)A1 Correct unsimplified equation
Resolve verticallyM1 Allow with their vertical friction
\(\frac{3}{5}S + R = 25g\ \ (F_B + R = 25g)\), \(\left(\frac{3}{5}S + \frac{5}{4}S = 25g,\ \ S = \frac{500}{37}g\right)\)A1 Correct unsimplified equation
Moments equationM1 Any moments equation. Need all terms and dimensionally correct
\(M(A): 25g \times 1.5\cos\theta = S \times 3\sin\theta + \frac{3}{5}S \times 3\cos\theta\), \(\left(25g\cos\theta - \frac{6}{5}S\cos\theta = 2S\sin\theta\right)\)A1 Correct unsimplified equation
\(M(B): R \times 3\cos\theta = 25g \times 1.5\cos\theta + \frac{4}{5}R \times 3\sin\theta\) Friction acting in wrong direction scores A0
\(\tan\theta = \left(\frac{25g - \frac{6}{5}S}{2S}\right) = \frac{25 - \frac{600}{37}}{\frac{1000}{37}}\)DM1 Substitute to form equation in \(\tan\theta\) only. Condone decimals. Dependent on M marks for the equations
\(= \frac{325}{1000}\left(= \frac{13}{40}\right)\)A1 Or exact equivalent \((0.325)\)
Special Case: Resolving horizontally/vertically and taking moments about the centre: M1A1 for correct resolution, M2A2 for complete sets of equations to solve.
Question 4a:
AnswerMarks Guidance
Answer/WorkingMark Guidance
Mass ratios: \(ABCD = 64\), \(PQRV = 4\), \(RSTU = 16\), \(L = 44\)B1 Correct mass ratios for their split
c of m from \(AD\): \(ABCD = 4a\), \(PQRV = 2a\), \(RSTU = 5a\), \(L = (d)\)B1 Correct distances from vertical axis for their split. Must be multiples of \(a\)
\(M(AD)\)M1 Moments about \(AD\) or a parallel axis. Need all terms and dimensionally consistent
\(64 \times 4a - 4 \times 2a - 16 \times 5a = 44d\)A1 Correct unsimplified equation. Accept as part of a vector equation
\(\Rightarrow d = \frac{168}{44}a = \frac{42}{11}a\) *A1* Obtain given answer from correct working
Question 4b:
AnswerMarks Guidance
Answer/WorkingMark Guidance
C of M of \(L\) lies at midpt of \(AC\)B1 Seen or implied
\(M(\text{Mid pt }AB)\)M1 Use of moments to form equation in \(k\)
\(\left(4 - \frac{42}{11}\right)aM = 4akM\)A1 Correct unsimplified equation. Allow with \(a\) not seen
\(k = \frac{1}{22}\)A1 \(0.05\) or better \((0.0454545\ldots)\). Allow with \(a\) not seen
Alternative 1:
AnswerMarks Guidance
Answer/WorkingMark Guidance
C of M of \(L\) lies at midpt of \(AC\)B1 Seen or implied by use of \(\bar{x} = \bar{y}\) or \(\tan 45° = 1\)
Find \(\bar{x}\) and \(\bar{y}\) for systemM1
From \(AB\): \(\frac{42}{11}Ma + 8akM = (1+k)M\bar{y}\)A1 Correct unsimplified equations in \(\bar{x}\) and \(\bar{y}\). Allow with \(a\) not seen
From \(BC\): \(\frac{46}{11}aM = (1+k)M\bar{x}\)
\(\bar{x} = \bar{y} \Rightarrow \frac{42}{11} + 8k = \frac{46}{11} \Rightarrow k = \frac{1}{22}\)A1 Allow with \(a\) not seen
Alternative 2:
AnswerMarks Guidance
Answer/WorkingMark Guidance
C of M of \(L\) lies at midpt of \(AC\)B1 Seen or implied in moments equation
If \(G\) is c of m of \(L\) then \(\tan ABG = \frac{42}{46}\) and take moments about \(B\)M1 Complete method for moments about \(B\)
\(8a\sin 45° \times kM = \frac{Ma\sqrt{46^2+42^2}}{11}\sin(45°-ABG)\)A1 Correct unsimplified equation in \(k\). Allow with \(a\) not seen
\(\Rightarrow k = \frac{1}{22}\)A1 Allow with \(a\) not seen
Alternative 3:
AnswerMarks Guidance
Answer/WorkingMark Guidance
Take moments about the centre of \(ABCD\)M1
\(M \times \frac{2\sqrt{2}}{11}a = kM \times 4\sqrt{2}a\)A1 Correct unsimplified equation in \(k\). Allow with \(a\) not seen
\(\Rightarrow k = \frac{1}{22}\)A1 Allow with \(a\) not seen
Question 5a:
AnswerMarks Guidance
Answer/WorkingMark Guidance
\(\mathbf{a} = \frac{d\mathbf{v}}{dt}\)M1 Differentiate to obtain \(\mathbf{a}\) – powers going down
\(= (6t-9)\mathbf{i} + (2t+1)\mathbf{j}\)A1 Differentiation correct
\(= 9\mathbf{i} + 7\mathbf{j}\ \text{(m s}^{-2})\)A1 ISW if go on to find \(
Question 5b:
AnswerMarks Guidance
Answer/WorkingMark Guidance
Instantaneous rest \(\Rightarrow \mathbf{v} = 0\mathbf{i} + 0\mathbf{j}\), \(\Rightarrow 3(t-1)(t-2) = 0\) and \((t-2)(t+3) = 0\)M1 Set \(\mathbf{v} = 0\) and solve for \(t\) (need both components equal to zero)
\(\Rightarrow t = 2\)A1
\(\mathbf{r} = \int \mathbf{v}\, dt\)M1 Integrate to obtain \(\mathbf{r}\) – powers going up. Condone if no constant of integration seen
\(= \left(t^3 - \frac{9}{2}t^2 + 6t\right)\mathbf{i} + \left(\frac{1}{3}t^3 + \frac{1}{2}t^2 - 6t\right)\mathbf{j}\)A1 A1 At most one error / Correct integration. Allow column vector. Allow A1A0 for correct integration and non-zero constants of integration
\(= 2\mathbf{i} - \frac{22}{3}\mathbf{j}\), distance \(= \sqrt{2^2 + \left(\frac{22}{3}\right)^2}\)DM1 Correct strategy to find distance, i.e. substitute their value for \(t\) and use Pythagoras. Dependent on the two preceding M marks
\(= \frac{2\sqrt{130}}{3} = 7.60\ \text{(m)}\)A1 7.6 or better from correct work
Question 6a:
AnswerMarks Guidance
Answer/WorkingMark Guidance
\(R = 6g\cos\alpha\)B1 Correct normal reaction
Work done \(= 15 \times 0.25 \times R\)M1 Correct method with their \(R\)
\(= 204\) (J)A1 Or 200(J). Accept \(21g\) or better. \((20.7692...g)\). Not \(\frac{2646}{13}\)
Total: (3)
Question 6b:
AnswerMarks Guidance
Answer/WorkingMark Guidance
Initial KE \(-\) GPE lost \(-\) WD \(=\) final KEM1 Use of work-energy to form equation in \(v\). Dimensionally correct. Ignore sign errors. Allow WD or their WD
\(\frac{1}{2}\times6\times14^2 - 6g\times15\times\frac{5}{13} - 6g\times15\times\frac{3}{13} = \frac{1}{2}\times6v^2\)A1ft Unsimplified equation with at most one error
\(\left(3\times196 - \frac{450g}{13} - \frac{270g}{13} = 3v^2\right)\)A1ft Correct unsimplified equation. Follow their WD
\(v = 3.88 \quad (3.9)\)A1 Max 3 sf
Work-energy equationM1 Complete method using work-energy to form equation in \(w\). Dimensionally correct. Ignore sign errors
\(\frac{1}{2}\times6\times14^2 - 6g\times15\times\frac{3}{13} = \frac{1}{2}\times6w^2\)A1ft Correct unsimplified equation. Follow their WD or their \(v\)
or \(\frac{1}{2}mw^2 = \frac{1}{2}mv^2 + mg\times\frac{15\times5}{13}\)
\(w = 11.3 \quad (11)\)A1 Max 3 sf
Total: (7) [10]
Question 7a:
AnswerMarks Guidance
Answer/WorkingMark Guidance
KE gain \(=\) final KE \(-\) initial KEM1 KE equation for \(B\). Allow for change in KE
\(\frac{48}{25}mu^2 = \frac{1}{2}mw^2 - \frac{1}{2}mu^2\)A1 Correct unsimplified equation to find \(w\)
\(\left(w^2 = \frac{121}{25}u^2, \quad w = \frac{11}{5}u\right)\)
CLM: \(3m\times2u + mu = 3mv + mw\)M1 All terms required. Condone sign errors
\(\left(7mu = 3mv + \frac{11}{5}mu\right)\left(v = \frac{8}{5}u\right)\)A1 Correct unsimplified equation in \(v\) and \(w\) or their \(w\)
Impact law: \(w - v = e(2u - u)\)M1 Used correctly
A1Correct unsimplified equation in \(v\) and \(w\) or their \(v\) and \(w\)
Solve for \(e\)DM1 Dependent on the preceding M marks
\(\frac{3}{5}u = eu, \quad e = \frac{3}{5}\)A1
Total: (8)
Question 7b:
AnswerMarks Guidance
Answer/WorkingMark Guidance
Impact law: \(fw = v\)M1 Condone sign error
\(f = \frac{8}{11}\)A1 0.73 or better. Final answer must be positive
Total: (2) [10]
Question 8a:
AnswerMarks Guidance
Answer/WorkingMark Guidance
Horizontal component: \(p = 8\)B1
Vertical component: \(-12 = q - 3g\)M1 Complete method to find \(q\) using suvat. Condone sign errors
\(q = 17.4\)A1 17 or better
Speed \(= \sqrt{8^2 + 17.4^2}\)M1 Use of Pythagoras to find speed using their velocity. Independent M mark
\(= 19.2 \quad (19)\left(\text{ms}^{-1}\right)\)A1 3 sf or 2 sf
Total: (5)
Question 8b:
AnswerMarks Guidance
Answer/WorkingMark Guidance
Use of Pythagoras to find vertical componentM1
vertical component \(= \pm6\)A1 Seen or implied. Accept without \(+/-\)
\(-6 = 6 - 9.8T\)DM1 Complete method using suvat to find required time. Dependent on the previous M1
\(T = 1.22 \quad (1.2)\)A1 3 sf or 2 sf. Not \(\frac{60}{49}\)
Total: (4)
Alternative method:
AnswerMarks Guidance
Answer/WorkingMark Guidance
Use suvat and Pythagoras to form an equation in \(t\)M1 Or an inequality
\(8^2 + (17.4 - gt)^2 = 100\)A1 Correct unsimplified equation for \(t\). Accept inequality
Solve for \(T\)DM1 Complete method to obtain \(T\). Dependent on the previous M1
\(T = 1.22 \quad (1.2)\)A1 3 sf or 2 sf. Not \(\frac{60}{49}\)
Total: (4)
Question 8c:
AnswerMarks Guidance
Answer/WorkingMark Guidance
Velocity perpendicular \(\Rightarrow\) vertical component \(= \frac{2}{3}\times8\)M1 Complete method to find vertical component of velocity at \(B\)
\(= \frac{16}{3}\)A1
\((-12)^2 = \left(\frac{16}{3}\right)^2 - 2g(-h)\)DM1 Complete method to find the required vertical distance using their vertical component of the velocity. Dependent on the previous M1
\(h = 5.90 \quad (5.9)\) (m)A1 Max 3 sf
Total: (4)
Alternative method:
AnswerMarks Guidance
Answer/WorkingMark Guidance
\(\begin{pmatrix}8\\17.4-gt\end{pmatrix}\cdot\begin{pmatrix}8\\-12\end{pmatrix} = 0\) and time \(= 3-t\)M1 Complete method to find the time from \(B\) to \(A\)
Time \(= 3 - 1.23... = 1.768...\)A1
\(s = vt - \frac{1}{2}gt^2 = 12t - 4.9t^2\)DM1 Complete method to find the required vertical distance using their time. Dependent on the previous M1
\(s = 5.9\) (m)A1 Max 3 sf
Total: [13]
# Question 3:

| Answer/Working | Mark | Guidance |
|---|---|---|
| Use of $F = \mu R$ | B1 | At least once |
| Resolve horizontally | M1 | Allow with their horizontal friction |
| $S = \frac{4}{5}R\ \ (S = F_A)$ | A1 | Correct unsimplified equation |
| Resolve vertically | M1 | Allow with their vertical friction |
| $\frac{3}{5}S + R = 25g\ \ (F_B + R = 25g)$, $\left(\frac{3}{5}S + \frac{5}{4}S = 25g,\ \ S = \frac{500}{37}g\right)$ | A1 | Correct unsimplified equation |
| Moments equation | M1 | Any moments equation. Need all terms and dimensionally correct |
| $M(A): 25g \times 1.5\cos\theta = S \times 3\sin\theta + \frac{3}{5}S \times 3\cos\theta$, $\left(25g\cos\theta - \frac{6}{5}S\cos\theta = 2S\sin\theta\right)$ | A1 | Correct unsimplified equation |
| $M(B): R \times 3\cos\theta = 25g \times 1.5\cos\theta + \frac{4}{5}R \times 3\sin\theta$ | | Friction acting in wrong direction scores A0 |
| $\tan\theta = \left(\frac{25g - \frac{6}{5}S}{2S}\right) = \frac{25 - \frac{600}{37}}{\frac{1000}{37}}$ | DM1 | Substitute to form equation in $\tan\theta$ only. Condone decimals. Dependent on M marks for the equations |
| $= \frac{325}{1000}\left(= \frac{13}{40}\right)$ | A1 | Or exact equivalent $(0.325)$ |

**Special Case:** Resolving horizontally/vertically and taking moments about the centre: M1A1 for correct resolution, M2A2 for complete sets of equations to solve.

---

# Question 4a:

| Answer/Working | Mark | Guidance |
|---|---|---|
| Mass ratios: $ABCD = 64$, $PQRV = 4$, $RSTU = 16$, $L = 44$ | B1 | Correct mass ratios for their split |
| c of m from $AD$: $ABCD = 4a$, $PQRV = 2a$, $RSTU = 5a$, $L = (d)$ | B1 | Correct distances from vertical axis for their split. Must be multiples of $a$ |
| $M(AD)$ | M1 | Moments about $AD$ or a parallel axis. Need all terms and dimensionally consistent |
| $64 \times 4a - 4 \times 2a - 16 \times 5a = 44d$ | A1 | Correct unsimplified equation. Accept as part of a vector equation |
| $\Rightarrow d = \frac{168}{44}a = \frac{42}{11}a$ * | A1* | Obtain given answer from correct working |

---

# Question 4b:

| Answer/Working | Mark | Guidance |
|---|---|---|
| C of M of $L$ lies at midpt of $AC$ | B1 | Seen or implied |
| $M(\text{Mid pt }AB)$ | M1 | Use of moments to form equation in $k$ |
| $\left(4 - \frac{42}{11}\right)aM = 4akM$ | A1 | Correct unsimplified equation. Allow with $a$ not seen |
| $k = \frac{1}{22}$ | A1 | $0.05$ or better $(0.0454545\ldots)$. Allow with $a$ not seen |

**Alternative 1:**

| Answer/Working | Mark | Guidance |
|---|---|---|
| C of M of $L$ lies at midpt of $AC$ | B1 | Seen or implied by use of $\bar{x} = \bar{y}$ or $\tan 45° = 1$ |
| Find $\bar{x}$ and $\bar{y}$ for system | M1 | |
| From $AB$: $\frac{42}{11}Ma + 8akM = (1+k)M\bar{y}$ | A1 | Correct unsimplified equations in $\bar{x}$ and $\bar{y}$. Allow with $a$ not seen |
| From $BC$: $\frac{46}{11}aM = (1+k)M\bar{x}$ | | |
| $\bar{x} = \bar{y} \Rightarrow \frac{42}{11} + 8k = \frac{46}{11} \Rightarrow k = \frac{1}{22}$ | A1 | Allow with $a$ not seen |

**Alternative 2:**

| Answer/Working | Mark | Guidance |
|---|---|---|
| C of M of $L$ lies at midpt of $AC$ | B1 | Seen or implied in moments equation |
| If $G$ is c of m of $L$ then $\tan ABG = \frac{42}{46}$ and take moments about $B$ | M1 | Complete method for moments about $B$ |
| $8a\sin 45° \times kM = \frac{Ma\sqrt{46^2+42^2}}{11}\sin(45°-ABG)$ | A1 | Correct unsimplified equation in $k$. Allow with $a$ not seen |
| $\Rightarrow k = \frac{1}{22}$ | A1 | Allow with $a$ not seen |

**Alternative 3:**

| Answer/Working | Mark | Guidance |
|---|---|---|
| Take moments about the centre of $ABCD$ | M1 | |
| $M \times \frac{2\sqrt{2}}{11}a = kM \times 4\sqrt{2}a$ | A1 | Correct unsimplified equation in $k$. Allow with $a$ not seen |
| $\Rightarrow k = \frac{1}{22}$ | A1 | Allow with $a$ not seen |

---

# Question 5a:

| Answer/Working | Mark | Guidance |
|---|---|---|
| $\mathbf{a} = \frac{d\mathbf{v}}{dt}$ | M1 | Differentiate to obtain $\mathbf{a}$ – powers going down |
| $= (6t-9)\mathbf{i} + (2t+1)\mathbf{j}$ | A1 | Differentiation correct |
| $= 9\mathbf{i} + 7\mathbf{j}\ \text{(m s}^{-2})$ | A1 | ISW if go on to find $|\mathbf{a}|$ |

---

# Question 5b:

| Answer/Working | Mark | Guidance |
|---|---|---|
| Instantaneous rest $\Rightarrow \mathbf{v} = 0\mathbf{i} + 0\mathbf{j}$, $\Rightarrow 3(t-1)(t-2) = 0$ and $(t-2)(t+3) = 0$ | M1 | Set $\mathbf{v} = 0$ and solve for $t$ (need **both** components equal to zero) |
| $\Rightarrow t = 2$ | A1 | |
| $\mathbf{r} = \int \mathbf{v}\, dt$ | M1 | Integrate to obtain $\mathbf{r}$ – powers going up. Condone if no constant of integration seen |
| $= \left(t^3 - \frac{9}{2}t^2 + 6t\right)\mathbf{i} + \left(\frac{1}{3}t^3 + \frac{1}{2}t^2 - 6t\right)\mathbf{j}$ | A1 A1 | At most one error / Correct integration. Allow column vector. Allow A1A0 for correct integration and non-zero constants of integration |
| $= 2\mathbf{i} - \frac{22}{3}\mathbf{j}$, distance $= \sqrt{2^2 + \left(\frac{22}{3}\right)^2}$ | DM1 | Correct strategy to find distance, i.e. substitute their value for $t$ and use Pythagoras. Dependent on the two preceding M marks |
| $= \frac{2\sqrt{130}}{3} = 7.60\ \text{(m)}$ | A1 | 7.6 or better from correct work |

## Question 6a:

| Answer/Working | Mark | Guidance |
|---|---|---|
| $R = 6g\cos\alpha$ | B1 | Correct normal reaction |
| Work done $= 15 \times 0.25 \times R$ | M1 | Correct method with their $R$ |
| $= 204$ (J) | A1 | Or 200(J). Accept $21g$ or better. $(20.7692...g)$. Not $\frac{2646}{13}$ |
| **Total: (3)** | | |

## Question 6b:

| Answer/Working | Mark | Guidance |
|---|---|---|
| Initial KE $-$ GPE lost $-$ WD $=$ final KE | M1 | Use of work-energy to form equation in $v$. Dimensionally correct. Ignore sign errors. Allow WD or their WD |
| $\frac{1}{2}\times6\times14^2 - 6g\times15\times\frac{5}{13} - 6g\times15\times\frac{3}{13} = \frac{1}{2}\times6v^2$ | A1ft | Unsimplified equation with at most one error |
| $\left(3\times196 - \frac{450g}{13} - \frac{270g}{13} = 3v^2\right)$ | A1ft | Correct unsimplified equation. Follow their WD |
| $v = 3.88 \quad (3.9)$ | A1 | Max 3 sf |
| Work-energy equation | M1 | Complete method using work-energy to form equation in $w$. Dimensionally correct. Ignore sign errors |
| $\frac{1}{2}\times6\times14^2 - 6g\times15\times\frac{3}{13} = \frac{1}{2}\times6w^2$ | A1ft | Correct unsimplified equation. Follow their WD or their $v$ |
| or $\frac{1}{2}mw^2 = \frac{1}{2}mv^2 + mg\times\frac{15\times5}{13}$ | | |
| $w = 11.3 \quad (11)$ | A1 | Max 3 sf |
| **Total: (7) [10]** | | |

---

## Question 7a:

| Answer/Working | Mark | Guidance |
|---|---|---|
| KE gain $=$ final KE $-$ initial KE | M1 | KE equation for $B$. Allow for change in KE |
| $\frac{48}{25}mu^2 = \frac{1}{2}mw^2 - \frac{1}{2}mu^2$ | A1 | Correct unsimplified equation to find $w$ |
| $\left(w^2 = \frac{121}{25}u^2, \quad w = \frac{11}{5}u\right)$ | | |
| CLM: $3m\times2u + mu = 3mv + mw$ | M1 | All terms required. Condone sign errors |
| $\left(7mu = 3mv + \frac{11}{5}mu\right)\left(v = \frac{8}{5}u\right)$ | A1 | Correct unsimplified equation in $v$ and $w$ or their $w$ |
| Impact law: $w - v = e(2u - u)$ | M1 | Used correctly |
| | A1 | Correct unsimplified equation in $v$ and $w$ or their $v$ and $w$ |
| Solve for $e$ | DM1 | Dependent on the preceding M marks |
| $\frac{3}{5}u = eu, \quad e = \frac{3}{5}$ | A1 | |
| **Total: (8)** | | |

## Question 7b:

| Answer/Working | Mark | Guidance |
|---|---|---|
| Impact law: $fw = v$ | M1 | Condone sign error |
| $f = \frac{8}{11}$ | A1 | 0.73 or better. Final answer must be positive |
| **Total: (2) [10]** | | |

---

## Question 8a:

| Answer/Working | Mark | Guidance |
|---|---|---|
| Horizontal component: $p = 8$ | B1 | |
| Vertical component: $-12 = q - 3g$ | M1 | Complete method to find $q$ using suvat. Condone sign errors |
| $q = 17.4$ | A1 | 17 or better |
| Speed $= \sqrt{8^2 + 17.4^2}$ | M1 | Use of Pythagoras to find speed using their velocity. Independent M mark |
| $= 19.2 \quad (19)\left(\text{ms}^{-1}\right)$ | A1 | 3 sf or 2 sf |
| **Total: (5)** | | |

## Question 8b:

| Answer/Working | Mark | Guidance |
|---|---|---|
| Use of Pythagoras to find vertical component | M1 | |
| vertical component $= \pm6$ | A1 | Seen or implied. Accept without $+/-$ |
| $-6 = 6 - 9.8T$ | DM1 | Complete method using suvat to find required time. Dependent on the previous M1 |
| $T = 1.22 \quad (1.2)$ | A1 | 3 sf or 2 sf. Not $\frac{60}{49}$ |
| **Total: (4)** | | |

**Alternative method:**

| Answer/Working | Mark | Guidance |
|---|---|---|
| Use suvat and Pythagoras to form an equation in $t$ | M1 | Or an inequality |
| $8^2 + (17.4 - gt)^2 = 100$ | A1 | Correct unsimplified equation for $t$. Accept inequality |
| Solve for $T$ | DM1 | Complete method to obtain $T$. Dependent on the previous M1 |
| $T = 1.22 \quad (1.2)$ | A1 | 3 sf or 2 sf. Not $\frac{60}{49}$ |
| **Total: (4)** | | |

## Question 8c:

| Answer/Working | Mark | Guidance |
|---|---|---|
| Velocity perpendicular $\Rightarrow$ vertical component $= \frac{2}{3}\times8$ | M1 | Complete method to find vertical component of velocity at $B$ |
| $= \frac{16}{3}$ | A1 | |
| $(-12)^2 = \left(\frac{16}{3}\right)^2 - 2g(-h)$ | DM1 | Complete method to find the required vertical distance using their vertical component of the velocity. Dependent on the previous M1 |
| $h = 5.90 \quad (5.9)$ (m) | A1 | Max 3 sf |
| **Total: (4)** | | |

**Alternative method:**

| Answer/Working | Mark | Guidance |
|---|---|---|
| $\begin{pmatrix}8\\17.4-gt\end{pmatrix}\cdot\begin{pmatrix}8\\-12\end{pmatrix} = 0$ and time $= 3-t$ | M1 | Complete method to find the time from $B$ to $A$ |
| Time $= 3 - 1.23... = 1.768...$ | A1 | |
| $s = vt - \frac{1}{2}gt^2 = 12t - 4.9t^2$ | DM1 | Complete method to find the required vertical distance using their time. Dependent on the previous M1 |
| $s = 5.9$ (m) | A1 | Max 3 sf |
| **Total: [13]** | | |
3.

\begin{figure}[h]
\begin{center}
  \includegraphics[alt={},max width=\textwidth]{1dea68fe-7916-41ed-894e-6b48f8d989bb-08_476_725_251_605}
\captionsetup{labelformat=empty}
\caption{Figure 1}
\end{center}
\end{figure}

A uniform rod $A B$, of mass 25 kg and length 3 m , has end $A$ resting on rough horizontal ground. The end $B$ rests against a rough vertical wall.

The rod is in a vertical plane perpendicular to the wall.\\
The coefficient of friction between the rod and the ground is $\frac { 4 } { 5 }$\\
The coefficient of friction between the rod and the wall is $\frac { 3 } { 5 }$\\
The rod rests in limiting equilibrium.\\
The rod is at an angle of $\theta$ to the ground, as shown in Figure 1.

Find the exact value of $\tan \theta$.\\

DO NOT WRITEIN THIS AREA\\

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VIXV SIHIANI III IM IONOO & VIAV SIHI NI JYHAM ION OO & VI4V SIHI NI JLIYM ION OO \\
\hline
\end{tabular}
\end{center}

\begin{center}

\end{center}

\hfill \mbox{\textit{Edexcel M2 2020 Q3 [9]}}