Edexcel M2 2015 June — Question 1 5 marks

Exam BoardEdexcel
ModuleM2 (Mechanics 2)
Year2015
SessionJune
Marks5
PaperDownload PDF ↗
Mark schemeDownload PDF ↗
TopicPower and driving force
TypeFind acceleration on incline given power
DifficultyStandard +0.3 This is a standard M2 power-force-acceleration problem requiring the formula P=Fv, resolving forces on an incline, and applying F=ma. It involves multiple steps but uses routine techniques with no novel insight required, making it slightly easier than average.
Spec3.03v Motion on rough surface: including inclined planes6.02l Power and velocity: P = Fv

  1. A van of mass 900 kg is moving down a straight road that is inclined at an angle \(\theta\) to the horizontal, where \(\sin \theta = \frac { 1 } { 30 }\). The resistance to motion of the van has constant magnitude 570 N . The engine of the van is working at a constant rate of 12.5 kW .
At the instant when the van is moving down the road at \(5 \mathrm {~m} \mathrm {~s} ^ { - 1 }\), the acceleration of the van is \(a \mathrm {~m} \mathrm {~s} ^ { - 2 }\). Find the value of \(a\).

Question 1:
AnswerMarks Guidance
Answer/WorkingMark Guidance
\(12500 = 5F\)B1 Use of \(P = Fv\)
\(F + 900g\sin\theta - 570 = 900a\)M1 Use of \(F = ma\) parallel to slope. All 4 terms required. Condone sign errors and sin/cos confusion. 12500 in place of F is M0 – dimensionally incorrect
A2Correct unsimplified equation. -1 each error
\(a = 2.47 \quad (2.5)\)A1 Working with positive direction up the slope acceptable for first 4 marks, but final answer must be positive
Question 2a:
AnswerMarks Guidance
Answer/WorkingMark Guidance
Ratio of masses \(1:3:4\)B1 Correct ratios for their division. Also common: 3 equal triangles, 6 equal triangles, a rectangle and two equal triangles
Centre of mass of triangle \(\frac{2}{3}a\) from \(O\)B1 Correct centres for triangles in their division consistent with their axis
Moments about horizontal axis through \(O\): \(4\times0 - 1\times\frac{2}{3}a = 3d\)M1 Condone \(4\times0\) not seen. Terms must be of correct form. Condone use of moments about a parallel axis. Signs must be consistent with their axis and distances. Watch out for people who add a triangle to the square
\(\left(d = -\frac{2}{9}a\right)\) Distance \(= \frac{2}{9}a\)A1 Reach Given answer with no errors seen. Their answer must be positive
Question 2b:
AnswerMarks Guidance
Answer/WorkingMark Guidance
\(\sqrt{2}akM = \frac{2}{9}a\cos 45° M\)M1 Moments about \(A\). Lengths must be resolved as necessary (need use of trig)
A2-1 each error
\(k = \frac{1}{9}\)A1
Alt 2b (Method 1 – components):
AnswerMarks Guidance
Answer/WorkingMark Guidance
Take \(A\) as origin and axes along \(AD\) and \(AB\) to find components of distance of c of m from \(A\)M1 Could choose a different origin
\(\bar{x} = \frac{a(1+2k)}{1+k}\)A1
\(\bar{y} = \frac{11a}{9(1+k)}\)A1
\(\bar{x} = \bar{y} \Rightarrow \frac{11}{9} = 1+2k \Rightarrow k = \frac{1}{9}\)A1 CWO. This mark is not available if they have assumed that the c of m of the system is at \(O\)
Alt 2b (Method 2 – ratios):
AnswerMarks Guidance
Answer/WorkingMark Guidance
\(\frac{2}{9}a\cos 45° = \frac{1}{9}\cdot\sqrt{2}a = \frac{1}{9}OD\)M1A1 Using ratios
\(kM \times OD = M \times \frac{1}{9}OD\)A1
\(\Rightarrow k = \frac{1}{9}\)A1
Question 3a:
AnswerMarks Guidance
Answer/WorkingMark Guidance
\(0.75\mathbf{v} = 6\mathbf{i} + 6\mathbf{j} + 0.75\times4\mathbf{i} \quad (= 9\mathbf{i}+6\mathbf{j})\)M1 Impulse momentum equation. Must be considering \(\pm m(\mathbf{v}-\mathbf{u})\)
A1Correct unsimplified
\(\mathbf{v} = 12\mathbf{i} + 8\mathbf{j}\)A1 Award in (a) if seen or if (a) completed correctly. Award in (b) if (a) incomplete and this mark not yet awarded and correct v seen for first time in (b)
\(\theta = \tan^{-1}\!\left(\frac{2}{3}\right)\) or \(\theta = \cos^{-1}\!\left(\frac{1+13-8}{2\sqrt{13}}\right)\), or equivalentM1 Correct trig to find the required angle
\(33.7°\) or \(0.588\) radiansA1 Accept \(34°\) or better. Must be the final answer
Alt 3a:
AnswerMarks Guidance
Answer/WorkingMark Guidance
\(\begin{pmatrix}6\\6\end{pmatrix} = 0.75\begin{pmatrix}v\cos\theta\\v\sin\theta\end{pmatrix} - 0.75\begin{pmatrix}4\\0\end{pmatrix}\)M1A1
\(\Rightarrow 0.75\times v\cos\theta = 9, \quad 0.75\times v\sin\theta = 6\)A1
\(\Rightarrow \tan\theta = \frac{2}{3}\)M1
\(33.7°\) or \(0.588\) radiansA1
Question 3b:
AnswerMarks Guidance
Answer/WorkingMark Guidance
Change in KE \(= \frac{1}{2}\times\frac{3}{4}(144+64) - \frac{1}{2}\times\frac{3}{4}(16)\)M1 Finding a difference between KE terms. Must use \(\frac{1}{2}mv^2\) in both terms (all of v, not just one component)
A1ftFollow their v. Allow \(\pm\)
\(= 72\) (J)A1 CAO
# Question 1:

| Answer/Working | Mark | Guidance |
|---|---|---|
| $12500 = 5F$ | B1 | Use of $P = Fv$ |
| $F + 900g\sin\theta - 570 = 900a$ | M1 | Use of $F = ma$ parallel to slope. All 4 terms required. Condone sign errors and sin/cos confusion. 12500 in place of F is M0 – dimensionally incorrect |
| | A2 | Correct unsimplified equation. -1 each error |
| $a = 2.47 \quad (2.5)$ | A1 | Working with positive direction up the slope acceptable for first 4 marks, but final answer must be positive |

---

# Question 2a:

| Answer/Working | Mark | Guidance |
|---|---|---|
| Ratio of masses $1:3:4$ | B1 | Correct ratios for their division. Also common: 3 equal triangles, 6 equal triangles, a rectangle and two equal triangles |
| Centre of mass of triangle $\frac{2}{3}a$ from $O$ | B1 | Correct centres for triangles in their division consistent with their axis |
| Moments about horizontal axis through $O$: $4\times0 - 1\times\frac{2}{3}a = 3d$ | M1 | Condone $4\times0$ not seen. Terms must be of correct form. Condone use of moments about a parallel axis. Signs must be consistent with their axis and distances. Watch out for people who add a triangle to the square |
| $\left(d = -\frac{2}{9}a\right)$ Distance $= \frac{2}{9}a$ | A1 | Reach **Given answer** with no errors seen. Their answer must be positive |

---

# Question 2b:

| Answer/Working | Mark | Guidance |
|---|---|---|
| $\sqrt{2}akM = \frac{2}{9}a\cos 45° M$ | M1 | Moments about $A$. Lengths must be resolved as necessary (need use of trig) |
| | A2 | -1 each error |
| $k = \frac{1}{9}$ | A1 | |

---

# Alt 2b (Method 1 – components):

| Answer/Working | Mark | Guidance |
|---|---|---|
| Take $A$ as origin and axes along $AD$ and $AB$ to find components of distance of c of m from $A$ | M1 | Could choose a different origin |
| $\bar{x} = \frac{a(1+2k)}{1+k}$ | A1 | |
| $\bar{y} = \frac{11a}{9(1+k)}$ | A1 | |
| $\bar{x} = \bar{y} \Rightarrow \frac{11}{9} = 1+2k \Rightarrow k = \frac{1}{9}$ | A1 | CWO. This mark is not available if they have assumed that the c of m of the system is at $O$ |

---

# Alt 2b (Method 2 – ratios):

| Answer/Working | Mark | Guidance |
|---|---|---|
| $\frac{2}{9}a\cos 45° = \frac{1}{9}\cdot\sqrt{2}a = \frac{1}{9}OD$ | M1A1 | Using ratios |
| $kM \times OD = M \times \frac{1}{9}OD$ | A1 | |
| $\Rightarrow k = \frac{1}{9}$ | A1 | |

---

# Question 3a:

| Answer/Working | Mark | Guidance |
|---|---|---|
| $0.75\mathbf{v} = 6\mathbf{i} + 6\mathbf{j} + 0.75\times4\mathbf{i} \quad (= 9\mathbf{i}+6\mathbf{j})$ | M1 | Impulse momentum equation. Must be considering $\pm m(\mathbf{v}-\mathbf{u})$ |
| | A1 | Correct unsimplified |
| $\mathbf{v} = 12\mathbf{i} + 8\mathbf{j}$ | A1 | Award in (a) if seen or if (a) completed correctly. Award in (b) if (a) incomplete and this mark not yet awarded and correct **v** seen for first time in (b) |
| $\theta = \tan^{-1}\!\left(\frac{2}{3}\right)$ or $\theta = \cos^{-1}\!\left(\frac{1+13-8}{2\sqrt{13}}\right)$, or equivalent | M1 | Correct trig to find the required angle |
| $33.7°$ or $0.588$ radians | A1 | Accept $34°$ or better. Must be the final answer |

---

# Alt 3a:

| Answer/Working | Mark | Guidance |
|---|---|---|
| $\begin{pmatrix}6\\6\end{pmatrix} = 0.75\begin{pmatrix}v\cos\theta\\v\sin\theta\end{pmatrix} - 0.75\begin{pmatrix}4\\0\end{pmatrix}$ | M1A1 | |
| $\Rightarrow 0.75\times v\cos\theta = 9, \quad 0.75\times v\sin\theta = 6$ | A1 | |
| $\Rightarrow \tan\theta = \frac{2}{3}$ | M1 | |
| $33.7°$ or $0.588$ radians | A1 | |

---

# Question 3b:

| Answer/Working | Mark | Guidance |
|---|---|---|
| Change in KE $= \frac{1}{2}\times\frac{3}{4}(144+64) - \frac{1}{2}\times\frac{3}{4}(16)$ | M1 | Finding a difference between KE terms. Must use $\frac{1}{2}mv^2$ in both terms (all of **v**, not just one component) |
| | A1ft | Follow their **v**. Allow $\pm$ |
| $= 72$ (J) | A1 | CAO |
\begin{enumerate}
  \item A van of mass 900 kg is moving down a straight road that is inclined at an angle $\theta$ to the horizontal, where $\sin \theta = \frac { 1 } { 30 }$. The resistance to motion of the van has constant magnitude 570 N . The engine of the van is working at a constant rate of 12.5 kW .
\end{enumerate}

At the instant when the van is moving down the road at $5 \mathrm {~m} \mathrm {~s} ^ { - 1 }$, the acceleration of the van is $a \mathrm {~m} \mathrm {~s} ^ { - 2 }$.

Find the value of $a$.\\

\hfill \mbox{\textit{Edexcel M2 2015 Q1 [5]}}