Year: 2025
Paper: 2
Question Number: 10
Course: UFM Mechanics
Section: Work, energy and Power 2
As is commonly the case, the vast majority of candidates focused on the Pure questions in Section A of the paper, with a good number of attempts made on all of those questions. Candidates that attempted the Mechanics questions in Section B generally answered both questions. More candidates attempted Question 11 in Section C than either Mechanics question, but very few attempted Question 12 in that section. There were a large number of good responses seen for all the questions, but a significant number of responses lacked sufficient detail in the presentation, particularly when asked to prove a given result or provide an explanation. Candidates who did well on this paper generally: gave careful explanations of each step within their solutions; indicated all points of interest on graphs and other diagrams clearly; made clear comments about the approach that needed to be taken, particularly when having to explore a number of cases as part of the solution to a question; used mathematical terminology accurately within their solutions. Candidates who did less well on this paper generally: made errors with basic algebraic manipulation, such as incorrect processing of indices; produced sketches of graphs in which significant points were difficult to see clearly because of the chosen scale; skipped important lines within lengthy sections of algebraic reasoning.
Difficulty Rating: 1500.0
Difficulty Comparisons: 0
Banger Rating: 1500.0
Banger Comparisons: 0
The lower end of a rigid uniform rod of mass $m$ and length $a$ rests at point $M$ on rough horizontal ground. Each of two elastic strings, of natural length $\ell$ and modulus of elasticity $\lambda$, is attached at one end to the top of the rod. Their lower ends are attached to points $A$ and $B$ on the ground, which are a distance $2a$ apart. $M$ is the midpoint of $AB$.
$P$ is the point at the top of the rod and lies in the vertical plane through $AMB$.
Suppose that the rod is in equilibrium with angle $PMB = 2\theta$, where $\theta < 45°$ and $\theta$ is such that both strings are in tension.
\begin{questionparts}
\item Show that angle $APB$ is a right angle.
Show that the force exerted on the rod by the elastic strings can be written as the sum of
\begin{itemize}
\item a force of magnitude $\frac{2a\lambda}{\ell}$ parallel to the rod
\item and a force of magnitude $\sqrt{2}\lambda$ acting along the bisector of angle $APB$.
\end{itemize}
\item By taking moments about point $M$, or otherwise, show that $\cos\theta + \sin\theta = \frac{2\lambda}{mg}$.
Deduce that it is necessary that $\frac{1}{2}mg < \lambda < \frac{1}{2}\sqrt{2}mg$.
\item $N$ and $F$ are the magnitudes of the normal and frictional forces, respectively, exerted on the rod by the ground at $M$.
Show, by taking moments about an appropriate point, or otherwise, that
\[N - F\tan 2\theta = \frac{1}{2}mg.\]
\end{questionparts}
\begin{center}
\begin{tikzpicture}[scale=4]
\coordinate (A) at (-1,0);
\coordinate (M) at (0,0);
\coordinate (B) at (1,0);
\coordinate (P) at ({cos(60)}, {sin(60)});
\draw[dashed] (B) arc (0:180:1);
\draw ($(A)+(-0.2,0)$) -- ($(B)+(0.2,0)$);
\draw (M) -- (P);
\draw (A) -- (P) -- (B);
\filldraw (M) circle (0.5pt) node[below] {$M$};
\filldraw (A) circle (0.5pt) node[below] {$A$};
\filldraw (B) circle (0.5pt) node[below] {$B$};
\filldraw (P) circle (0.5pt) node[above] {$P$};
\draw[-latex, blue, ultra thick] (P) -- ++($0.5*(B)-0.5*(P)$) node[right] {$T_B$};
\draw[-latex, blue, ultra thick] (P) -- ++($0.5*(A)-0.5*(P)$) node[left] {$T_A$};
\draw[-latex, blue, ultra thick] ($0.5*(P)$) -- ++(0, -0.2) node[below] {$mg$};
\draw[-latex, blue, ultra thick] (M) -- ++(0, 0.4) node[above] {$N$};
\draw[-latex, blue, ultra thick] (M) -- ++(0.4, 0) node[above] {$F$};
\pic [draw, angle radius=0.8cm, "$2\theta$"] {angle = B--M--P};
\pic [draw, angle radius=0.8cm, "$\theta$"] {angle = A--P--M};
\end{tikzpicture}
\end{center}
\begin{questionparts}
\item Notice that $AM = MB = MP$ in particular $P$ lies on a semi-circle of radius $a$ and therefore by Thales' theorem $\angle APB = 90^{\circ}$. Notice that by angles in a triangle and the angles adding to $90^{\circ}$, $\angle APM = \theta$.
Therefore,
\begin{align*}
&& |PB| &= 2a \sin \theta \\
&& |PA| &= 2a \cos \theta \\
&& T_A &= \frac{\lambda}{l} \left (2a \cos \theta -l \right) \\
&& T_B &= \frac{\lambda}{l} \left (2a \sin\theta -l \right) \\
\end{align*}
Since $T_A$ and $T_B$ are perpendicular, we can consider the forces as having vector $\frac{\lambda}{l}\binom{2a\cos \theta-l}{2a\sin \theta - l}$ in this coordinate system, ie the sum of a vector $\frac{2\lambda a}{l}\binom{\cos \theta}{\sin \theta}$ and $\displaystyle -\sqrt{2}\lambda \binom{\frac1{\sqrt{2}}}{\frac1{\sqrt{2}}}$ which are unit vectors parallel to the rod and along the bisector of $APB$ respectively.
\item
\begin{align*}
\overset{\curvearrowright}{M}: && 0 &= \frac{a}{2} \cdot mg \cos 2 \theta - a\cdot \sqrt{2}\lambda \cos (90-(45-\theta))\\
\Rightarrow && \cos 2 \theta &= \frac{\lambda}{mg} 2 \sqrt{2} \cos (45 + \theta) \\
\Rightarrow && \cos^2 \theta - \sin^2 \theta &= \frac{2\lambda}{mg} (\cos \theta - \sin \theta) \\
\underbrace{\Rightarrow}_{\theta < 45^{\circ}} && \cos \theta + \sin \theta &= \frac{2\lambda}{mg}
\end{align*}
Over $(0, 45^{\circ})$, $\cos \theta + \sin \theta$ ranges from $1$ to $\sqrt{2}$, therefore
$1 < \frac{2 \lambda}{mg} < \sqrt{2} \Rightarrow \frac12 mg < \lambda < \frac12 \sqrt{2} mg$ as required.
\item
\begin{align*}
\overset{\curvearrowright}{P}: && 0 &=- \frac{a}{2} \cdot \left ( mg \cos 2\theta \right) - a \cdot F \sin 2 \theta + a \cdot N \cos 2 \theta \\
\Rightarrow && \frac12 mg &= N - F \tan 2 \theta
\end{align*}
as required.
\end{questionparts}
As with Question 9, very few candidates attempted this question, and those that did were often unable to set up the problem sufficiently well to make much progress. A significant number of candidates were able to produce a geometric argument to show that the angle is a right angle in part (i), but many then did not produce correct expressions for the tension in the two strings. Many candidates struggled with the concept of resolving forces in two non-orthogonal directions and so struggled to make any progress beyond this point. The small number of candidates who were able to complete part (i) often managed to solve the remaining two parts of the question well.