| Exam Board | OCR MEI |
|---|---|
| Module | M1 (Mechanics 1) |
| Year | 2012 |
| Session | June |
| Marks | 18 |
| Paper | Download PDF ↗ |
| Mark scheme | Download PDF ↗ |
| Topic | Newton's laws and connected particles |
| Type | Train with coupled trucks/carriages |
| Difficulty | Standard +0.3 This is a standard M1 connected particles question with multiple parts requiring Newton's second law applications. While it involves several steps and different scenarios (horizontal, uphill, downhill), each part follows routine procedures: applying F=ma to the system or individual trucks, resolving forces, and using given information. The calculations are straightforward with no conceptual surprises, making it slightly easier than average for M1 material. |
| Spec | 3.03c Newton's second law: F=ma one dimension3.03k Connected particles: pulleys and equilibrium3.03o Advanced connected particles: and pulleys |
| Answer | Marks | Guidance |
|---|---|---|
| Answer | Marks | Guidance |
| Total mass of train \(= 800\,000\) kg | B1 | Allow 800 (tonnes) |
| Total resistance \(= 5R + 17R = 22R\) | B1 | |
| Newton's 2nd Law in direction of motion: \(121\,000 - 22R = 800\,000 \times 0.11\) | M1 | Right elements must be present, consistent with candidate's answers above for total resistance and mass. No extra forces. |
| \(22R = 121\,000 - 88\,000 \quad R = 1500\) | E1 | Perfect answer required |
| Answer | Marks | Guidance |
|---|---|---|
| Answer | Marks | Guidance |
| Resultant force on last truck \(= 40\,000 \times 0.11\) | B1 | Award for \(40\,000 \times 0.11\ (=4400)\) or \(40 \times 0.11\) seen |
| Use of Newton's 2nd Law | M1 | Right elements must be present and consistent with answer above; no extra forces |
| \(T - 1500 = 40\,000 \times 0.11\) | A1 | Fully correct equation or equivalent working |
| \(T = 5900\) — tension is 5900 N | A1 | Cao. Special case: Award SC2 for perfect argument that tension in penultimate coupling is 11 800 N |
| Answer | Marks | Guidance |
|---|---|---|
| Answer | Marks | Guidance |
| Resultant force on rest of train \(= 760\,000 \times 0.11\) | B1 | Award for \(760\,000 \times 0.11\ (=83\,600)\) or \(760 \times 0.11\) seen |
| Use of Newton's 2nd Law | M1 | Right elements must be present consistent with answer above; no extra forces |
| \(121\,000 - 31\,500 - T = 760\,000 \times 0.11\) | A1 | Fully correct equation or equivalent working |
| \(T = 5900\) — tension is 5900 N | A1 | Cao |
| Answer | Marks | Guidance |
|---|---|---|
| Answer | Marks | Guidance |
| Newton's 2nd Law applied to the trucks: \(S - 25\,500 = 680\,000 \times 0.11\) | M1, A1 | Right elements must be present; no extra forces |
| \(S = 100\,300\) — tension is 100 300 N | A1 | Cao |
| Answer | Marks | Guidance |
|---|---|---|
| Answer | Marks | Guidance |
| Newton's 2nd Law applied to locomotive: \(121\,000 - S - 5 \times 1500 = 120\,000 \times 0.11\) | M1, A1 | Right elements must be present; no extra forces |
| \(S = 100\,300\) — tension is 100 300 N | A1 | Cao |
| Answer | Marks | Guidance |
|---|---|---|
| Answer | Marks | Guidance |
| Each of the 17 trucks has the same mass, resistance and acceleration | M1 | |
| So tension in first coupling is 17 times that in last coupling | A1 | |
| \(T = 17 \times 5900 = 100\,300\) | A1 | Cao. For this statement alone with no supporting argument allow SC2 |
| Answer | Marks | Guidance |
|---|---|---|
| Answer | Marks | Guidance |
| Resolved component of weight down slope \(= 800\,000 \times 9.8 \times \dfrac{1}{80} = 98\,000\) N | B1 | \(m \times 9.8 \times \dfrac{1}{80}\) where \(m\) is mass of object candidate is considering. Do not award if \(g\) missing. Evaluation need not be seen |
| Newton's 2nd Law to whole train: \(121\,000 - 33\,000 - 98\,000 = 800\,000a\) | M1, A1 | Right elements must be present consistent with candidate's component of weight down slope. No extra forces allowed |
| \(a = -0.0125\); magnitude \(0.0125\ \text{m s}^{-2}\), down the slope | A1 | Cao but allow rounding to \(-0.012\) or \(-0.013\) following earlier premature rounding. Negative sign must be interpreted as "Down the slope" or "decelerating" |
| Answer | Marks | Guidance |
|---|---|---|
| Answer | Marks | Guidance |
| Taking train as whole, force down slope \(=\) resistance force | M1 | Equilibrium of whole train required. Evidence may come from correct force diagram. Allow missing \(g\) for this mark only |
| \(800\,000 \times 9.8 \times \sin\beta = 33\,000\) | A1 | |
| \(\beta = 0.24°\) | A1 |
# Question 7:
## Part (i):
| Answer | Marks | Guidance |
|--------|-------|----------|
| Total mass of train $= 800\,000$ kg | B1 | Allow 800 (tonnes) |
| Total resistance $= 5R + 17R = 22R$ | B1 | |
| Newton's 2nd Law in direction of motion: $121\,000 - 22R = 800\,000 \times 0.11$ | M1 | Right elements must be present, consistent with candidate's answers above for total resistance and mass. No extra forces. |
| $22R = 121\,000 - 88\,000 \quad R = 1500$ | E1 | Perfect answer required |
## Part (ii)(A):
| Answer | Marks | Guidance |
|--------|-------|----------|
| Resultant force on last truck $= 40\,000 \times 0.11$ | B1 | Award for $40\,000 \times 0.11\ (=4400)$ or $40 \times 0.11$ seen |
| Use of Newton's 2nd Law | M1 | Right elements must be present and consistent with answer above; no extra forces |
| $T - 1500 = 40\,000 \times 0.11$ | A1 | Fully correct equation or equivalent working |
| $T = 5900$ — tension is 5900 N | A1 | Cao. **Special case:** Award SC2 for perfect argument that tension in penultimate coupling is 11 800 N |
**Or** (Rest of train):
| Answer | Marks | Guidance |
|--------|-------|----------|
| Resultant force on rest of train $= 760\,000 \times 0.11$ | B1 | Award for $760\,000 \times 0.11\ (=83\,600)$ or $760 \times 0.11$ seen |
| Use of Newton's 2nd Law | M1 | Right elements must be present consistent with answer above; no extra forces |
| $121\,000 - 31\,500 - T = 760\,000 \times 0.11$ | A1 | Fully correct equation or equivalent working |
| $T = 5900$ — tension is 5900 N | A1 | Cao |
## Part (ii)(B):
**Either** (Rest of train):
| Answer | Marks | Guidance |
|--------|-------|----------|
| Newton's 2nd Law applied to the trucks: $S - 25\,500 = 680\,000 \times 0.11$ | M1, A1 | Right elements must be present; no extra forces |
| $S = 100\,300$ — tension is 100 300 N | A1 | Cao |
**Or** (Locomotive):
| Answer | Marks | Guidance |
|--------|-------|----------|
| Newton's 2nd Law applied to locomotive: $121\,000 - S - 5 \times 1500 = 120\,000 \times 0.11$ | M1, A1 | Right elements must be present; no extra forces |
| $S = 100\,300$ — tension is 100 300 N | A1 | Cao |
**Or** (By argument):
| Answer | Marks | Guidance |
|--------|-------|----------|
| Each of the 17 trucks has the same mass, resistance and acceleration | M1 | |
| So tension in first coupling is 17 times that in last coupling | A1 | |
| $T = 17 \times 5900 = 100\,300$ | A1 | Cao. For this statement alone with no supporting argument allow SC2 |
## Part (iii):
| Answer | Marks | Guidance |
|--------|-------|----------|
| Resolved component of weight down slope $= 800\,000 \times 9.8 \times \dfrac{1}{80} = 98\,000$ N | B1 | $m \times 9.8 \times \dfrac{1}{80}$ where $m$ is mass of object candidate is considering. Do not award if $g$ missing. Evaluation need not be seen |
| Newton's 2nd Law to whole train: $121\,000 - 33\,000 - 98\,000 = 800\,000a$ | M1, A1 | Right elements must be present consistent with candidate's component of weight down slope. No extra forces allowed |
| $a = -0.0125$; magnitude $0.0125\ \text{m s}^{-2}$, down the slope | A1 | Cao but allow rounding to $-0.012$ or $-0.013$ following earlier premature rounding. Negative sign must be interpreted as "Down the slope" or "decelerating" |
## Part (iv):
| Answer | Marks | Guidance |
|--------|-------|----------|
| Taking train as whole, force down slope $=$ resistance force | M1 | Equilibrium of whole train required. Evidence may come from correct force diagram. Allow missing $g$ for this mark only |
| $800\,000 \times 9.8 \times \sin\beta = 33\,000$ | A1 | |
| $\beta = 0.24°$ | A1 | |
---
7 A train consists of a locomotive pulling 17 identical trucks.\\
The mass of the locomotive is 120 tonnes and the mass of each truck is 40 tonnes. The locomotive gives a driving force of 121000 N .
The resistance to motion on each truck is $R \mathrm {~N}$ and the resistance on the locomotive is $5 R \mathrm {~N}$.\\
Initially the train is travelling on a straight horizontal track and its acceleration is $0.11 \mathrm {~ms} ^ { - 2 }$.
\begin{enumerate}[label=(\roman*)]
\item Show that $R = 1500$.
\item Find the tensions in the couplings between\\
(A) the last two trucks,\\
(B) the locomotive and the first truck.
The train now comes to a place where the track goes up a straight, uniform slope at an angle $\alpha$ with the horizontal, where $\sin \alpha = \frac { 1 } { 80 }$.
The driving force and the resistance forces remain the same as before.
\item Find the magnitude and direction of the acceleration of the train.
The train then comes to a straight uniform downward slope at an angle $\beta$ to the horizontal.\\
The driver of the train reduces the driving force to zero and the resistance forces remain the same as before.\\
The train then travels at a constant speed down the slope.
\item Find the value of $\beta$.
\end{enumerate}
\hfill \mbox{\textit{OCR MEI M1 2012 Q7 [18]}}