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A Level Maths 9709 · Paper 4 Mechanics · 4.1 · ~6 min read

Forces and equilibrium

Identifying the forces on a particle, resolving them into components, using the conditions for equilibrium, finding resultants, and modelling friction with F ≤ μR, including limiting equilibrium on rough horizontal and inclined surfaces.

Types of forceForce diagramsResolvingResultant forceEquilibrium of a particleFriction & μLimiting equilibriumInclined planes
RSby Riyaz Sir
mentorriyaz.in
Paper tag = where it is examinedFORMULA LIST (MF19) given in the examM1A1B1 how marks are awardedhighlight = comes up again and againTest yourself at the end

In 30 seconds

  • Draw the force diagram first: weight mg down, normal reaction R perpendicular to the surface, friction F along the surface opposing (possible) motion, and any tensions or applied forces.
  • Resolve in two perpendicular directions. On a slope, use along and perpendicular to the slope.
  • Equilibrium: the components in every direction sum to zero. That gives two equations for two unknowns.
  • Friction: F ≤ μR. F = μR only when the particle is moving or about to move (limiting equilibrium).

By the end you can

  • Identify the forces acting on a particle and draw a clear diagram.
  • Find the resultant of several forces by resolving.
  • Use the conditions for equilibrium of a particle in two dimensions.
  • Model friction with F ≤ μR and use limiting friction, including on inclined planes.

1Forces and resolving

The language of mechanics

TermMeaning in a model
Particlean object whose size is ignored; all forces act at one point
Light (string, rod)its mass is ignored, so tension is the same throughout
Inextensibleits length doesn't change, so connected particles share an acceleration
Smoothno friction
Roughfriction acts, up to a limit μR
  • Use g = 10 m s⁻² in this paper, unless the question says otherwise. (9702 Physics uses 9.81.)
  • Resolving: a force P at angle θ to a direction has component P cos θ along it and P sin θ perpendicular to it.
Resultant: X = ΣP cos θ, Y = ΣP sin θ ; ǀRǀ = √(X² + Y²), tan φ = Y/X
resolve every force, add, then recombine
15 NPQ120°resolve in twodirections:each sum = 0⇒ 2 equationsfor 2 unknownsIn equilibrium the components of all the forces sum to zero in every direction.
Three forces in equilibrium: the components in each direction cancel.
Worked example

Forces of 15 N, P N and Q N act at a point at angles 0°, 120° and 250° to the positive x-axis, and are in equilibrium. Find P and Q.

  1. x: 15 + P cos 120° + Q cos 250° = 0 M1
  2. y: P sin 120° + Q sin 250° = 0 M1
  3. solving: P = 18.4, Q = 17.0 A1 A1
Common mistakeMixing sin and cos. The component next to the angle uses cos. Draw the angle on your diagram before resolving.

2Friction

F ≤ μR

Coefficient of friction μ — the ratio of limiting friction to normal reaction. A smooth surface has μ = 0.

  • Limiting equilibrium: "on the point of moving" or "about to slip" ⇒ F = μR.
  • Not yet limiting: F is just whatever is needed for equilibrium, and F < μR.
  • Normal reaction is not always mg. A pull at an angle above the horizontal reduces R; a push down increases it.
Worked example

A box of mass 5 kg rests on rough horizontal ground. A force of 30 N at 20° above the horizontal makes it just about to move. Find μ.

  1. vertical: R + 30 sin 20° = 50 ⇒ R = 39.74 N M1 A1
  2. horizontal: F = 30 cos 20° = 28.19 N B1
  3. limiting: μ = F/R = 0.709 M1 A1
Common mistakeWriting R = mg when another force has a vertical component. The 2024 Paper 4 report singled this out.

3Inclined planes

Along and perpendicular

αW = mgRF (friction)Palong: P − F − mg sin α = maperp: R = mg cos αlimiting: F = μRResolve parallel and perpendicular to the slope. Friction opposes the (possible) motion.
Resolve along and perpendicular to the slope; friction acts along the slope.
Along the slope: mg sin α ; perpendicular: R = mg cos α (if no other perpendicular forces)
α is the angle of the slope
Worked example

A particle of mass 2 kg is on a rough plane inclined at 25°, with μ = 0.3. (a) Show it would slide down if released. (b) Find the least force P, acting up the slope, that keeps it at rest. (c) Find the force P up the slope that makes it about to move up.

  1. (a) down-slope component 20 sin 25° = 8.45 N; maximum friction 0.3 × 20 cos 25° = 5.44 N; 8.45 > 5.44 so it slides M1 A1
  2. (b) friction acts up the slope: P + 5.44 = 8.45 ⇒ P = 3.01 N M1 A1
  3. (c) friction acts down the slope: P = 8.45 + 5.44 = 13.9 N M1 A1
  • Which way does friction act? Opposite to the motion that would happen. In (b) the particle tends to slide down; in (c) it tends to move up. The two answers give the range of P for equilibrium.
Common mistakeFriction pointing the wrong way, usually because the direction of possible motion wasn't thought about first.
Linking questionThe forces here produce accelerations in Newton's laws of motion; work against friction is in Energy, work and power; and 3D vectors are in Vectors.

Test yourself — cover the answers first

Quick check

  1. What does "light" tell you about a string?
  2. A 4 kg mass is on a smooth slope at 30°. Find the component of weight down the slope.
  3. When is F = μR?
  4. What is the normal reaction on a 3 kg block on a horizontal floor with no other vertical forces?
  5. Find the resultant of 6 N east and 8 N north.

Exam-style

  1. A 4 kg particle rests on a rough plane inclined at 30° and is on the point of slipping down. Find μ.
  2. A sledge of mass 12 kg is pulled at constant speed along rough horizontal ground by a rope at 30° above the horizontal with tension 50 N. Find μ.
  3. A particle hangs in equilibrium from two strings at 30° and 60° to the horizontal. Its weight is 20 N. Find the tensions.
Show answers
  1. its mass is ignored, so the tension is the same throughout
  2. 40 sin 30° = 20 N
  3. when moving or on the point of moving
  4. 30 N
  5. 10 N at 53.1° north of east
  6. 40 sin 30° = μ × 40 cos 30° ⇒ μ = tan 30° = 0.577
  7. R = 120 − 25 = 95; F = 50 cos 30° = 43.3; μ = 0.456
  8. T₁ cos 30° = T₂ cos 60°; T₁ sin 30° + T₂ sin 60° = 20 ⇒ T₁ = 10 N, T₂ = 17.3 N
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Independent notes written by Riyaz Sir. Not produced, endorsed or approved by Cambridge University Press & Assessment. Syllabus codes 9709 and 9702 refer to the Cambridge International AS & A Level syllabuses.