| Exam Board | OCR |
|---|---|
| Module | M3 (Mechanics 3) |
| Year | 2008 |
| Session | January |
| Marks | 11 |
| Paper | Download PDF ↗ |
| Mark scheme | Download PDF ↗ |
| Topic | Hooke's law and elastic energy |
| Type | Elastic string on smooth inclined plane |
| Difficulty | Standard +0.3 This is a standard M3 elastic string problem requiring energy methods and equilibrium analysis. While it involves multiple parts and careful bookkeeping of energy terms (gravitational PE, elastic PE, kinetic energy), the techniques are routine for this module: finding maximum speed via force equilibrium, then applying conservation of energy. The calculations are straightforward once the method is identified, making it slightly easier than average for A-level. |
| Spec | 6.02h Elastic PE: 1/2 k x^26.02i Conservation of energy: mechanical energy principle |
| Answer | Marks | Guidance |
|---|---|---|
| (i) \(\sin 30° = 0.75\text{mg}x/1.2\) Extension is 0.8m | M1 A1 A1 B1 | For using Newton's second law with \(a = 0\) |
| PE loss = \(\text{mg}(1.2 + 0.8\sin 30°)\) = (0.2mg) | B1 M1 | |
| \(\frac{1}{2}mv^2 = \text{mg} - 0.2\text{mg}\) | ||
| (ii) EE gain = \(0.75\text{mg}x(0.8)/(2 \times 1.2)\) = (0.2mg) | M1 A1 B1ft M1 | For an equation with terms representing PE, KE and EE in linear combination; It with \(x\) or \(d - 1.2\) replacing 0.8 in (ii) |
| Maximum speed is 3.96ms⁻¹ | A1 | |
| (iii) PE loss = \(\text{mg}(1.2 + x)\sin 30°\) or \(\text{mgd}\sin 30°\) | M1 A1 | For using PE loss = EE gain to obtain a 3 term quadratic in \(x\) or \(d\); It with \(x\) or \(d - 1.2\) replacing 0.8 in (ii) |
| EE gain = \(0.75\text{mg}x^2/(2 \times 1.2)\) or \(0.75\text{mg}(d - 1.2)^2/(2 \times 1.2)\) | M1 | |
| \([x^2 - 1.6x - 1.92 = 0, d^2 - 4d + 1.44 = 0]\) | A1 | |
| Displacement is 3.6m | A1 |
| Answer | Marks | Guidance |
|---|---|---|
| In the following \(x, y\) and \(z\) represent displacement from equil. pos', extension, and distance OP respectively. | M1 | For using N2 with \(a = v \frac{dv}{dx}\) |
| \([mv \frac{dv}{dx} = \sin 30° - 0.75\text{mg}(0.8 + x)/1.2, mv \frac{dv}{dx} = \text{mg}\sin 30° - 0.75\text{mg}(1.2 - y)/1.2]\) | ||
| \(v^2/2 = 5gx/16 + C\) or | A1 M1 | For using \(v^2(-0.8) = v^2(0)\) or \(v^2(1.2) = 2(g\sin 30°)1.2\) as appropriate |
| \(v^2/2 = gy/2 - 5gy^2/16 + C\) or | ||
| \(v^2/2 = 5gz/2 - 5gz^2/16 + C\) | ||
| \([C = 0.6g + 5g(-0.8)^2/16\) or \(C = 0.6g - 5g(1.2/4) + 5g(1.2)^2/16\) or \(C = 0.6g - 5g(1.2/4) + 5g(1.2)^2/16]\) | M1 | For using \(v_{\max}^2 = v^2(0)\) or \(v^2(0.8)\) or \(v^2(2)\) as appropriate |
| \(v^2 = (-5x/8 + 1.6)g\) or \(v^2 = (y - 5y^2/8 + 1.2)g\) or \(v^2 = (5z/2 - 5z^2/8 - 0.9)g\) | ||
| \([v_{\max}^2 = 1.6g\) or \(0.8g - 0.4g + 1.2g\) or \(5g - 2.5g - 0.9g]\) | M1 | For solving \(v = 0\) |
| Maximum speed is 3.96ms⁻¹ | A1 | |
| (iii) \([5x^2 - 12.8 = 0 \Rightarrow x = 1.6, 5y^2 - 8y - 9.6 = 0 \Rightarrow y = 2.4, 5z^2 - 20z + 7.2 = 0 \Rightarrow z = 3.6]\) | M1 A1 | |
| Displacement is 3.6m | A1 |
| Answer | Marks | Guidance |
|---|---|---|
| \([m\ddot{x} = \text{mg}\sin 30° - 0.75\text{mg}(0.8 + x)/1.2 \Rightarrow \ddot{x} = -\omega^2x; v^2 = \omega^2(a^2 - x^2)]\) | M1 A1 M1 | For using N2 with \(v^2 = \omega^2(a^2 - x^2)\) |
| \(v^2 = 5g(a^2 - x^2)/8\) | ||
| \(v^2 = 5g(2.56 - x^2)/8\) | A1 M1 | For using \(v_{\max}^2 = v^2(0)\) |
| \([v_{\max}^2 = 5g \times 2.56 + 8]\) | ||
| Maximum speed is 3.96ms⁻¹ | A1 | |
| (iii) \([2.56 - x^2 = 0 \Rightarrow x = 1.6]\) | M1 | For solving \(v = 0\) |
| Displacement is 3.6m | A1 |
**(i)** $\sin 30° = 0.75\text{mg}x/1.2$ Extension is 0.8m | M1 A1 A1 B1 | For using Newton's second law with $a = 0$
PE loss = $\text{mg}(1.2 + 0.8\sin 30°)$ = (0.2mg) | B1 M1 |
$\frac{1}{2}mv^2 = \text{mg} - 0.2\text{mg}$ | |
**(ii)** EE gain = $0.75\text{mg}x(0.8)/(2 \times 1.2)$ = (0.2mg) | M1 A1 B1ft M1 | For an equation with terms representing PE, KE and EE in linear combination; It with $x$ or $d - 1.2$ replacing 0.8 in (ii)
Maximum speed is 3.96ms⁻¹ | A1 |
**(iii)** PE loss = $\text{mg}(1.2 + x)\sin 30°$ or $\text{mgd}\sin 30°$ | M1 A1 | For using PE loss = EE gain to obtain a 3 term quadratic in $x$ or $d$; It with $x$ or $d - 1.2$ replacing 0.8 in (ii)
EE gain = $0.75\text{mg}x^2/(2 \times 1.2)$ or $0.75\text{mg}(d - 1.2)^2/(2 \times 1.2)$ | M1 |
$[x^2 - 1.6x - 1.92 = 0, d^2 - 4d + 1.44 = 0]$ | A1 |
Displacement is 3.6m | A1 |
**Alternative for parts (ii) and (iii) for candidates who use Newton's second law and $a = v \frac{dv}{dx}$:**
In the following $x, y$ and $z$ represent displacement from equil. pos', extension, and distance OP respectively. | M1 | For using N2 with $a = v \frac{dv}{dx}$
$[mv \frac{dv}{dx} = \sin 30° - 0.75\text{mg}(0.8 + x)/1.2, mv \frac{dv}{dx} = \text{mg}\sin 30° - 0.75\text{mg}(1.2 - y)/1.2]$ | |
$v^2/2 = 5gx/16 + C$ or | A1 M1 | For using $v^2(-0.8) = v^2(0)$ or $v^2(1.2) = 2(g\sin 30°)1.2$ as appropriate
$v^2/2 = gy/2 - 5gy^2/16 + C$ or | |
$v^2/2 = 5gz/2 - 5gz^2/16 + C$ | |
$[C = 0.6g + 5g(-0.8)^2/16$ or $C = 0.6g - 5g(1.2/4) + 5g(1.2)^2/16$ or $C = 0.6g - 5g(1.2/4) + 5g(1.2)^2/16]$ | M1 | For using $v_{\max}^2 = v^2(0)$ or $v^2(0.8)$ or $v^2(2)$ as appropriate
$v^2 = (-5x/8 + 1.6)g$ or $v^2 = (y - 5y^2/8 + 1.2)g$ or $v^2 = (5z/2 - 5z^2/8 - 0.9)g$ | |
$[v_{\max}^2 = 1.6g$ or $0.8g - 0.4g + 1.2g$ or $5g - 2.5g - 0.9g]$ | M1 | For solving $v = 0$
Maximum speed is 3.96ms⁻¹ | A1 |
**(iii)** $[5x^2 - 12.8 = 0 \Rightarrow x = 1.6, 5y^2 - 8y - 9.6 = 0 \Rightarrow y = 2.4, 5z^2 - 20z + 7.2 = 0 \Rightarrow z = 3.6]$ | M1 A1 |
Displacement is 3.6m | A1 |
**Alternative for parts (ii) and (iii) for candidates who use Newton's second law and SHM analysis:**
$[m\ddot{x} = \text{mg}\sin 30° - 0.75\text{mg}(0.8 + x)/1.2 \Rightarrow \ddot{x} = -\omega^2x; v^2 = \omega^2(a^2 - x^2)]$ | M1 A1 M1 | For using N2 with $v^2 = \omega^2(a^2 - x^2)$
$v^2 = 5g(a^2 - x^2)/8$ | |
$v^2 = 5g(2.56 - x^2)/8$ | A1 M1 | For using $v_{\max}^2 = v^2(0)$
$[v_{\max}^2 = 5g \times 2.56 + 8]$ | |
Maximum speed is 3.96ms⁻¹ | A1 |
**(iii)** $[2.56 - x^2 = 0 \Rightarrow x = 1.6]$ | M1 | For solving $v = 0$
Displacement is 3.6m | A1 |
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5 A particle $P$ of mass $m \mathrm {~kg}$ is attached to one end of a light elastic string of natural length 1.2 m and modulus of elasticity 0.75 mgN . The other end of the string is attached to a fixed point $O$ of a smooth plane inclined at $30 ^ { \circ }$ to the horizontal. $P$ is released from rest at $O$ and moves down the plane.\\
(i) Show that the maximum speed of $P$ is reached when the extension of the string is 0.8 m .\\
(ii) Find the maximum speed of $P$.\\
(iii) Find the maximum displacement of $P$ from $O$.
\hfill \mbox{\textit{OCR M3 2008 Q5 [11]}}