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Equilibrium, sliding and topplingAQA A-Level Further Maths: Revision notes

Section 1

Conditions for equilibrium

A rigid body is in equilibrium when two conditions hold at once:

  • the resultant force is zero, so resolve in two perpendicular directions (e.g. horizontally and vertically);
  • the resultant moment is zero about any point. The moment of a force about a point is F×dF\times d, where dd is the perpendicular distance from the point to the line of action of the force. You may take moments about any point, so choose the point where most unknown forces act: they then have zero moment and drop out. Example: a uniform rod ABAB of length 44 m and weight 6g6g is supported at AA and at CC, with AC=3AC=3 m. Moments about AA: 3TC=6g×23T_C=6g\times2, so TC=4gT_C=4g. Resolving vertically then gives TA=6g−4g=2gT_A=6g-4g=2g.
Key termsequilibriummomentline of action
Exam tip

Take moments about the point where two unknown forces meet, so that you get an equation with a single unknown.

Section 2

Moments and couples

A couple is a pair of equal and opposite parallel forces whose lines of action are different. Its resultant force is zero, so it only turns the body. Its moment is F×dF\times d, where dd is the perpendicular distance between the two forces, and this is the same about every point. In an equilibrium problem a couple is just another moment: include its value in the moment equation, but never in the force equation. A body acted on by a couple can only be kept in equilibrium by an equal and opposite moment, for example from another couple. Example: two forces of 88 N, 0.50.5 m apart, act in opposite directions on a rod. The couple has moment 8×0.5=48\times0.5=4 N m.

Key termscouple
Common mistake

Adding a couple's two forces into the force equation. They cancel, so only the moment FdFd counts.

Section 3

Ladders and rods: the standard method

For a ladder against a smooth wall, the wall exerts only a force RR perpendicular to the wall. The ground, if rough, exerts a normal reaction NN and friction FF.

  1. Draw all forces: weight at the centre of a uniform ladder, RR, NN and FF.
  2. Resolve vertically: N=WN=W. Resolve horizontally: F=RF=R.
  3. Take moments about the foot to find RR.
  4. Use F≤μNF\le\mu N. Example: a 55 m ladder of mass 2020 kg has its foot 33 m from the wall, so it reaches 44 m up. Moments about the foot: 4R=20g×1.54R=20g\times1.5, so R=73.5R=73.5 N. Then F=73.5F=73.5 N and N=196N=196 N, so μ≥38\mu\ge\frac38.
Key termssmoothlimiting friction
Common mistake

Writing F=μNF=\mu N when the body is not on the point of slipping. In general F≤μNF\le\mu N.

Section 4

Sliding and toppling

A body on a rough surface can fail in two ways.

  • Sliding: the friction needed exceeds the maximum available, F>μNF>\mu N. On a slope of angle θ\theta, a block is on the point of sliding when tan⁡θ=μ\tan\theta=\mu.
  • Toppling: the body is on the point of turning about a lower edge. Then the normal reaction acts at that edge, so the weight (or the resultant of the applied forces) has zero moment about it. For a uniform cuboid of width ww and height hh on a slope, the weight passes through the lower edge when tan⁡θ=w/2h/2=wh\tan\theta=\frac{w/2}{h/2}=\frac wh. To decide which happens first, find both critical conditions and compare: the smaller angle (or force) occurs first. A block topples first on a slope if wh<μ\frac wh<\mu. Example: w=0.30w=0.30, h=0.80h=0.80, μ=0.5\mu=0.5: toppling at tan⁡θ=0.375\tan\theta=0.375 (20.6∘20.6^\circ), sliding at 0.50.5 (26.6∘26.6^\circ), so it topples first.
Key termsslidingtoppling
Common mistake

Using the full width and height for toppling. The centre of mass is at half the height and half the width, but the ratio w/2h/2\frac{w/2}{h/2} is still wh\frac wh.

Section 5

Suspension

A body suspended freely from a point is in equilibrium only when its centre of mass is vertically below the point of suspension. Use this to find the angle at which a lamina or a loaded rod hangs. Example: a rectangle with AB=0.9AB=0.9 and AD=0.6AD=0.6 hangs from AA. The centre of mass is 0.450.45 along ABAB and 0.30.3 along ADAD, so ABAB makes an angle tan⁡−10.30.45=33.7∘\tan^{-1}\frac{0.3}{0.45}=33.7^\circ with the vertical. If a particle is added, find the new centre of mass using a weighted mean (xˉ=∑mixi∑mi\bar x=\frac{\sum m_ix_i}{\sum m_i}), then repeat the trigonometry. When the body is held at a different angle by an external force, use moments about the pivot with the weight acting through the centre of mass.

Key termssuspensioncentre of mass
Exam tip

The pivot, the centre of mass and the vertical all line up: draw that vertical line first and the angle falls out of a right-angled triangle.

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Exam questions on Equilibrium, sliding and toppling

  1. A uniform horizontal rod ABAB of length 44 m and mass 66 kg rests in equilibrium, supported by two vertical strings. One string is attached at AA and the other at the point CC on the rod, where AC=3AC=3 m. Take g=9.8g=9.8 m s−2^{-2}.
    A particle of mass 33 kg is now attached to the rod at BB. Find the new tension in the string at AA.2 marks
  2. A uniform rectangular lamina ABCDABCD has AB=0.9AB=0.9 m, AD=0.6AD=0.6 m and mass 33 kg. It hangs freely in equilibrium from a smooth pivot at AA. Take g=9.8g=9.8 m s−2^{-2}.
    The lamina is now held in equilibrium with ABAB horizontal by a vertical string attached at BB. The lamina can still rotate freely about AA. Find the tension in the string.2 marks
  3. A uniform ladder ABAB of length 55 m and mass 2020 kg rests in equilibrium in a vertical plane with its upper end BB against a smooth vertical wall and its lower end AA on rough horizontal ground. The foot AA is 33 m from the wall. Take g=9.8g=9.8 m s−2^{-2}.
    Find the magnitude of the force exerted by the wall on the ladder.3 marks
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Written by the Exaim team, led by Shaun Daswani (Head of Upper Secondary, Improve ME Institute; MSc Financial Mathematics, Imperial College London; BSc, UCL) and Jason Daswani (operational lead, Improve ME Institute; LSE).