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M9 Moments — notes on one page

Every Edexcel A-level Maths 9MA0 specification point in M9, read straight through: 1 point with definitions, explanations, mark-scheme wording and worked examples. Practice questions are in the printable question pack.

Checked against Edexcel 9MA0 section M9. Review basis: the qualification registry sourced from the Pearson Edexcel Level 3 Advanced GCE in Mathematics (9MA0) specification; registry verification recorded 11 July 2026.

How this checking works

M9.1 · Understand and use moments in simple static contexts.

  • The moment of a force about a point is FdF d, where dd is the perpendicular distance from the point to the force's line of action; state whether it is clockwise or anticlockwise when required.
  • For a rigid body in equilibrium, choose a pivot that removes unknown forces where possible, set total clockwise moments equal to total anticlockwise moments, then use force equilibrium.
  • A uniform rod's weight acts at its midpoint, while a non-uniform body's weight acts at its stated centre of mass; contact forces act at their contact points.
  • A common error is to use the distance along a rod instead of the perpendicular distance to the line of action, or to omit a force whose line of action does not pass through the pivot.
Moment about a pivot is force times perpendicular distance; equilibrium requires clockwise and anticlockwise moments to balance.

Worked example

A uniform horizontal beam ABAB has length 4 m4\,\text{m} and weight 120 N120\,\text{N}. It is supported vertically at AA and BB. Find the upward force at each support.

  1. 1.The beam's weight acts at its midpoint, 2 m2\,\text{m} from AA.
  2. 2.Taking moments about AA, RB(4)=120(2)R_B(4)=120(2), so RB=60 NR_B=60\,\text{N}.
  3. 3.Vertical equilibrium gives RA+RB=120R_A+R_B=120, hence RA=60 NR_A=60\,\text{N}.

Answer: Upward force at A=60 NA=60\,\text{N}; Upward force at B=60 NB=60\,\text{N}

Common mistakes

  • Don't use Fdcos⁡θFd\cos\theta when the stated angle makes Fdsin⁡θFd\sin\theta the perpendicular moment.
  • Don't take moments using the sloping distance to a force instead of its perpendicular distance from the pivot.

Exam tip. Choose a pivot that removes an unknown force, assign moment directions consistently and also check vertical equilibrium.