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IAL Physics (Edexcel) · Unit 1 · Topic 1.4AS≈ 25 min read

1.4 Moments and centre of gravity

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AS content in Unit 1 (Mechanics and Materials): specification points 15 and 16, with 8 (free-body diagrams of extended bodies).

What this page covers

7 points
  • The moment of a force about a pivot, using the perpendicular distance to the line of action
  • Moments of forces that act at an angle
  • The principle of moments and the two conditions for a body in equilibrium
  • Centre of gravity, and free-body diagrams of beams and planks with the weight drawn at the centre of gravity
  • Beams on two supports, see-saws and levers, cranes, and a beam held by a cable at an angle
  • Finding the centre of gravity of a rod or a flat sheet (lamina) by balancing and by suspension
  • Stability and toppling, explained with moments

In one minute

7 points
  • A force can make a body turn as well as move: its turning effect, the moment, is force × perpendicular distance from the pivot to the line of action, measured in N m.
  • For a force at angle \(\theta\) to a lever of length \(r\): moment \(= Fr\sin\theta\) — use the perpendicular component of the force, or the perpendicular distance.
  • Principle of moments: for a body in equilibrium, the sum of clockwise moments about any point = the sum of anticlockwise moments about that point.
  • Equilibrium also needs zero resultant force: upward forces = downward forces.
  • The centre of gravity is the point where the whole weight can be taken to act. For a uniform beam it is at the midpoint.
  • Take moments about the point where an unknown force acts — that force then has no moment and drops out.
  • An object topples when the line of action of its weight passes outside its base.

Contents

15 sections
  1. What is the moment of a force?
  2. How do you find the moment of a force at an angle?
  3. What is the principle of moments?
  4. What is the centre of gravity?
  5. How do you find the support forces on a beam?
  6. How do moments keep a crane balanced?
  7. How do you solve a beam held by a cable at an angle?
  8. How do you find a centre of gravity by experiment?
  9. Why do objects topple?
  10. Exam tips for 1.4
  11. Common misconceptions
  12. How this topic connects
  13. Key equations
  14. Check your understanding
  15. Specification checklist

What is the moment of a force?

Moment of a force about a point: force × perpendicular distance from the point to the line of action of the force. \[ \text{moment} = Fx \] \(F\) = force (N) · \(x\) = perpendicular distance from the pivot (axis) to the line of action of the force (m) · moment in newton metres, N m. Supplied in the formulae list.

The line of action is the straight line through the point of application, along the direction of the force, extended as far as you need in both directions.

  • A moment measures the turning effect of a force. It has a sense of rotation: clockwise or anticlockwise about the chosen point.
  • A force whose line of action passes through the pivot has zero moment about it, however large the force.
  • The same force has a larger moment further from the pivot — hence door handles far from hinges and long spanners.
  • Moments are taken about a stated point. The value depends on which point you choose.
Common error

Writing the unit of moment as N m⁻¹ or J. A moment is a force multiplied by a distance, so the unit is N m. Although work also has units of N m, a moment is not an energy and is never written in joules.

How do you find the moment of a force at an angle?

Only the perpendicular distance to the line of action counts. When a force is not at 90° to the lever, that distance is shorter than the length of the lever. For a force \(F\) applied at distance \(r\) from the pivot, at angle \(\theta\) to the lever, there are two equivalent methods:

  • Perpendicular distance: \(x = r\sin\theta\), so moment \(= F \times r\sin\theta\).
  • Perpendicular component: resolve \(F\); the component \(F\sin\theta\) is at 90° to the lever and has moment \((F\sin\theta) \times r\). The component \(F\cos\theta\) acts along the lever, through the pivot, so its moment is zero.

Both give \(Fr\sin\theta\). The moment is largest when the force is at 90° to the lever (\(\sin 90^\circ = 1\)).

nut (pivot)60°x = 0.208 mspanner 0.240 m45 Nline of action
Drawn to scale. The perpendicular from the pivot meets the extended line of action at a right angle; its length, 0.208 m, is 0.240 sin 60°.
Worked example 1 Easy · Calculate

A mechanic pulls on the end of a spanner 0.240 m long with a force of 45 N. Calculate the moment about the centre of the nut (a) when the force is at 90° to the spanner and (b) when the same force is at 60° to the spanner, as in the figure.

(a) The force is perpendicular, so the distance is the full length: moment \(= 45 \times 0.240 = \) 10.8 N m

(b) Perpendicular distance to the line of action: \(x = 0.240 \times \sin 60^\circ = 0.208\ \text{m}\). Moment \(= 45 \times 0.2078 = \) 9.35 N m

Check with the component method: \(45\sin 60^\circ = 39.0\ \text{N}\) at 90° to the spanner, and \(38.97 \times 0.240 = 9.35\ \text{N m}\).

Exam tip

Before choosing sin or cos, sketch the force, the lever and the angle. The part you want is the one perpendicular to the lever. If the angle is given between the force and the normal to the lever instead, the cosine is needed.

What is the principle of moments?

Principle of moments: for a body in equilibrium, the sum of the clockwise moments about any point equals the sum of the anticlockwise moments about the same point.
Conditions for equilibrium of an extended body \[ \Sigma F = 0 \quad \text{and} \quad \Sigma\ \text{clockwise moments} = \Sigma\ \text{anticlockwise moments} \] Zero resultant force: no linear acceleration (forces up = forces down, forces left = forces right). Zero resultant moment about any point: no turning. The principle of moments is not printed in the formulae list — learn it.

A body in equilibrium is at rest or moving at constant velocity without starting to rotate. Both conditions must hold at the same time.

A reliable method

  1. Draw a free-body diagram: every force on the body, at the point where it acts.
  2. Choose a point to take moments about — usually where an unknown force acts.
  3. For each force, write force × perpendicular distance and label it clockwise or anticlockwise.
  4. Equate the totals, solve, then use "up = down" for any remaining unknown force.
A 320 NB 410 N150 Npivot 880 N1.50 m1.17 m
Free-body diagram of the see-saw in worked example 2, with forces and distances to scale. The plank's weight and the pivot force act through the pivot, so they have no moment about it.
Worked example 2 Easy · Calculate

A uniform see-saw is pivoted at its centre. Its weight is 150 N. Child A, of weight 320 N, sits 1.50 m to the left of the pivot. Child B, of weight 410 N, sits on the right. Calculate (a) how far from the pivot child B must sit for the see-saw to balance horizontally and (b) the force from the pivot on the see-saw.

(a) Moments about the pivot, clockwise = anticlockwise: \(410 \times x = 320 \times 1.50\), so \(x = 480 \div 410 = \) 1.17 m

(b) Resultant force is zero, so up = down: pivot force \(= 320 + 410 + 150 = \) 880 N upwards

The products of force and distance balance, not the forces.

Levers

A lever uses a small force at a large distance from the pivot to balance a large force close to it. The pivot need not be between the two forces: in a wheelbarrow the wheel is the pivot and both the load and the lift are on the same side of it.

W = 620 NF = 199 NR = 421 N0.45 m1.40 m
A wheelbarrow as a lever with the pivot at the axle. Load and lift are on the same side of the pivot; distances are horizontal, and forces are roughly to scale (1 unit = 775 N).
Worked example 3 Medium · Calculate

A loaded wheelbarrow has a total weight of 620 N. Its centre of gravity is 0.45 m horizontally from the axle of the wheel. The gardener holds the handles 1.40 m horizontally from the axle and lifts vertically so the barrow is just off the ground at the back. Calculate the upward force the gardener applies and the force of the ground on the wheel.

Step 1 Moments about the axle (the ground force on the wheel acts there): \(F \times 1.40 = 620 \times 0.45\), so \(F = \) 199 N

Step 2 Up = down for the wheel force: \(R = 620 - 199.3 = \) 421 N

The handles are about three times as far from the axle as G, so the gardener lifts less than a third of the weight.

What is the centre of gravity?

Centre of gravity: the single point at which the whole weight of the body can be considered to act.
  • Every small part of a body has weight; at G one force — the total weight — has the same turning effect as all those small weights together.
  • A body is uniform when its mass is evenly spread. The centre of gravity of a uniform rod, beam or plank is at its midpoint; for a uniform rectangular sheet it is where the diagonals cross.
  • For a non-uniform body (a cricket bat, a tree trunk, a loaded van) the centre of gravity is nearer the heavier end, and it is often found by experiment.
  • The centre of gravity need not lie inside the material — for a ring or a boomerang it is in the space between.
  • In a uniform gravitational field the centre of gravity is at the same point as the centre of mass.

Free-body diagrams of beams and planks

Draw the body as a simple shape with the weight as one arrow down from the centre of gravity, and each contact force, labelled, where the contact is. Show only forces on the body, and mark the distances between the lines of action.

Common error

Leaving out the weight of the beam itself, or drawing it at one end. Unless a beam is described as "light" (negligible weight), it has weight, and for a uniform beam that weight acts at the midpoint.

How do you find the support forces on a beam?

With two supports there are two unknown forces. Take moments about one support: its force has no moment there, so the equation has one unknown. Then use up = down for the other support force — or take moments about the second support as an independent check. The support nearer to a heavy load carries the larger force.

RA = 245 NRB = 865 N360 N at Gpainter 750 N2.40 m3.00 m3.60 mAB
Free-body diagram for worked example 4, forces and distances to scale. The weight of the uniform plank acts at its midpoint G, 2.40 m from A; the trestle nearer the painter carries most of the load.
Worked example 4 Hard · Determine

A uniform plank of length 4.80 m and weight 360 N rests on two trestles: A at one end and B 3.60 m from A, so 1.20 m of the plank overhangs beyond B. A painter of weight 750 N stands 3.00 m from A. (a) Calculate the forces on the plank from the trestles A and B. (b) The painter walks towards the overhanging end. Determine how far beyond B he can stand before the plank starts to tip.

(a) Moments about A to remove \(R_{\text{A}}\): anticlockwise \(R_{\text{B}} \times 3.60\) = clockwise \(360 \times 2.40 + 750 \times 3.00 = 864 + 2250\). So \(R_{\text{B}} = 3114 \div 3.60 = \) 865 N. Up = down: \(R_{\text{A}} = 360 + 750 - 865 = \) 245 N

(b) On the point of tipping the plank lifts off A, so \(R_{\text{A}} = 0\). Moments about B: \(750 \times d = 360 \times (3.60 - 2.40)\), so \(d = 432 \div 750 = \) 0.58 m beyond B

He can reach about halfway along the 1.20 m overhang.

RA = 0RB = 1110 N360 N750 N1.20 m0.58 m
On the point of tipping: the plank is just lifting off A, so all the weight (1110 N) is carried by B, and the moments of the two weights about B balance.
Exam tip

"On the point of tipping" or "just about to lift off" means the force at the other support has fallen to zero. Write that down, then take moments about the support it tips over.

How do moments keep a crane balanced?

A tower crane's long arm (the jib) carries the load, balanced by a heavy counterweight on a shorter arm on the other side of the tower, so the resultant moment about the tower is small. The further out the load, the smaller the load the crane can safely lift. The tower still has to support the total weight: moments cancel, but forces add.

54 kNjib 30 kNload 11.4 kNtower 95.4 kN (half scale)7.5 m4.0 m25 m
Forces on the jib in worked example 5 (counterweight 54 kN on the left), with distances and downward forces to scale. The upward tower force is drawn at half the force scale so that it fits; the dashed tower is not part of the free body.
Worked example 5 Medium · Calculate

The jib of a tower crane has a counterweight of 54 kN acting 7.5 m from the axis of the tower. The weight of the jib is 30 kN, acting 4.0 m from the axis on the load side. The load hangs 25 m from the axis. Calculate (a) the load for which the resultant moment about the tower axis is zero and (b) the vertical force from the tower on the jib with this load.

(a) Moments about the tower axis: anticlockwise \(54 \times 7.5 = 405\ \text{kN m}\); clockwise \(30 \times 4.0 + L \times 25 = 120 + 25L\). So \(L = (405 - 120) \div 25 = \) 11.4 kN

(b) Up = down: \(N = 54 + 30 + 11.4 = \) 95.4 kN

Without a load the resultant moment is 285 kN m anticlockwise — a crane is designed for a range of moments either way.

How do you solve a beam held by a cable at an angle?

A beam hinged to a wall and held by a cable (signs, shelves, drawbridges) has three unknowns: the tension and two components of the hinge force.

  • Take moments about the hinge first. The hinge force has no moment there, so the tension is the only unknown.
  • The moment of the tension uses its component perpendicular to the beam, \(T\sin\theta\), where \(\theta\) is the angle between the cable and the beam.
  • Then resolve: horizontal forces balance (the hinge pushes outwards against \(T\cos\theta\)), and vertical forces balance.
35°T = 237 Nbeam 80 Nsign 120 NH = 194 NV = 64 Nbeam 1.50 m; sign 1.20 m from the wall
Free-body diagram for worked example 6, forces and distances to scale. The amber dashed arrows are the components of the hinge force: the wall pushes the beam outwards and slightly upwards. The dashed line shows where the cable runs.
Worked example 6 Hard · Determine

A uniform horizontal beam of length 1.50 m and weight 80 N is hinged to a wall at one end. A sign of weight 120 N hangs from the beam 1.20 m from the wall. A cable from the far end of the beam to a point higher up the wall makes an angle of 35° with the beam. (a) Calculate the tension in the cable. (b) Determine the magnitude and direction of the force from the hinge on the beam.

(a) Moments about the hinge: \(T\sin 35^\circ \times 1.50 = 80 \times 0.75 + 120 \times 1.20 = 204\ \text{N m}\). So \(T = \dfrac{204}{1.50 \times \sin 35^\circ} = \) 237 N

(b) Horizontal forces balance: \(H = T\cos 35^\circ = 237.1 \times \cos 35^\circ = 194\ \text{N}\), away from the wall. Vertical forces balance: \(V = 80 + 120 - T\sin 35^\circ = 200 - 136 = 64\ \text{N}\), upwards. Combine: \(R = \sqrt{194^2 + 64^2} = 205\ \text{N}\) at \(\tan^{-1}(64 \div 194) = 18^\circ\). 205 N at 18° above the horizontal

Common error

Multiplying the whole tension by the length of the beam. The cable is not at 90° to the beam, so either use the perpendicular component \(T\sin\theta\), or multiply \(T\) by the perpendicular distance from the hinge to the cable, \(L\sin\theta\). Both give the same moment.

How do you find a centre of gravity by experiment?

A rod or beam — balancing

Balance the rod on a knife-edge (or a narrow pencil) and move it until it stays horizontal. The centre of gravity is directly above the knife-edge, because the only force with a moment about that point would be the weight. Repeat a few times, approaching the balance point from both sides, and take the mean position. Hanging a known mass from the rod and balancing again gives the rod's mass by moments.

0.200 kg at 5.0 cmMg at G (42.0 cm)knife-edge (30.0 cm)25.0 cm12.0 cm
The rod of worked example 7 balanced with a 200 g mass hung near one end. The rod's own weight acts at its centre of gravity, found earlier at the 42.0 cm mark.
Worked example 7 Medium · Determine

A non-uniform rod balances on its own on a knife-edge at the 42.0 cm mark of its scale. A 200 g mass is hung at the 5.0 cm mark, and the rod now balances with the knife-edge at the 30.0 cm mark. Determine the mass of the rod.

Step 1 The rod's weight acts at its centre of gravity, the 42.0 cm mark. Distances from the new pivot: hung mass \(30.0 - 5.0 = 25.0\ \text{cm}\); centre of gravity \(42.0 - 30.0 = 12.0\ \text{cm}\).

Step 2 Principle of moments (\(g\) cancels on both sides): \(Mg \times 0.120 = 0.200g \times 0.250\), so \(M = 0.0500 \div 0.120 = \) 0.417 kg

Each distance is the difference of two readings, so its uncertainty is the sum of two reading uncertainties — keep both distances large.

A flat sheet (lamina) — suspension

  1. Make two or three small holes near the edge of the card, well apart.
  2. Hang the card from a pin through one hole so that it can swing freely. Hang a plumb line (a thread with a small weight) from the same pin.
  3. When the card is at rest, mark the plumb line on the card with two well-separated dots, then join them with a ruler.
  4. Repeat from a second hole. The centre of gravity is where the lines cross. A line from a third hole should pass through the same point — a useful check.
Ghole 1hole 2
Plumb lines marked from two holes, shown with the card laid flat. When the card hangs at rest the weight has no moment about the pin, so G lies on the vertical line through the pin; two such lines fix G (here the centroid of the outline, computed).
Exam tip

When asked to explain why the method works, link it to moments: at rest the resultant moment about the pin is zero, so the line of action of the weight must pass through the pin — that is, G is vertically below it.

Why do objects topple?

When an object is tilted, it pivots about one edge of its base. Its weight, acting at G, now has a moment about that edge. If the vertical line through G still falls inside the base, the moment of the weight turns the object back: it is stable. If the vertical line through G falls outside the base, the moment turns it further over: it topples.

G15°: returnsG30°: topples
The same block, 0.40 m wide and 1.00 m tall, tilted about its corner (dot). At 15° the weight's line of action falls inside the base and turns the block back; at 30° it falls outside the corner and turns it over. The changeover is at tan⁻¹(0.20/0.50) = 21.8°.

An object is more stable — it can be tilted further before toppling — when its centre of gravity is low and its base is wide. Racing cars are low and wide; a lorry with a high load is easier to tip; a desk lamp has a heavy, wide base.

Common error

Saying an object topples "because its weight is too big". A heavier object with the same shape topples at exactly the same angle: what matters is where the line of action of the weight falls compared with the edge of the base.

Exam tips for 1.4

Exam tip 1 — choose the pivot to remove an unknown

You may take moments about any point. Pick the point where the force you do not know (and do not want yet) acts. It then has zero moment and disappears from the equation.

Exam tip 2 — the word "perpendicular" matters

When defining a moment, write "force × perpendicular distance from the pivot to the line of action of the force". "Force × distance" on its own is incomplete.

Exam tip 3 — label every moment

Write each term as force × distance with "clockwise" or "anticlockwise" beside it before you add anything up. A visible substitution keeps later credit available even after an arithmetic slip.

Exam tip 4 — two conditions, two kinds of equation

Moments give one equation; resolving vertically and horizontally gives more. In a "determine the force at the hinge" question you will usually need all three.

Exam tip 5 — read the description of the beam

"Light" means ignore its weight. "Uniform" means its weight acts at the midpoint. If neither word is used and a weight is given, you need to be told — or work out — where it acts.

Common misconceptions

MisconceptionWhy it is wrongCorrect idea
Moment = force × distance from the pivot to where the force is applied.Only the distance at right angles to the line of action matters.Use the perpendicular distance, or the perpendicular component of the force.
If the moments balance, the body is in equilibrium.A resultant force could still accelerate it.Equilibrium needs zero resultant moment and zero resultant force.
The two supports of a beam always share the load equally.Each support force depends on how far the loads are from it.The support nearer a load carries more of it; find the forces by moments.
The pivot force on a balanced see-saw is zero.Balanced moments say nothing about the vertical forces.The pivot pushes up with the total weight it supports.
The centre of gravity is always at the centre of the object.That is only true for uniform, symmetrical bodies.For non-uniform bodies G is nearer the heavier part and may lie outside the material.
A heavier object is harder to topple.Toppling depends on where the weight acts, not on its size.A low G and a wide base make an object more stable.

How this topic connects

1.2 Forces and Newton's laws

The "zero resultant force" half of equilibrium is Newton's first law; resolving forces into perpendicular components is the same skill used for slopes and for vectors.

Materials (Unit 1) and practical skills (Unit 3)

Moments give the tension in a wire or the force on a spring that supports a beam; from that force you can find the extension using Hooke's law or the Young modulus. Balancing experiments are also good practice in handling uncertainty.

Magnetic fields (Unit 4)

The forces on the two sides of a current-carrying coil in a magnetic field are equal and opposite but act along different lines, so together they produce a turning effect — the basis of an electric motor.

Key equations

EquationUseIn the formulae list?
moment \(= Fx\)turning effect of a force; \(x\) perpendicular to the line of actionYes
moment \(= Fr\sin\theta\)force at angle \(\theta\) to a lever of length \(r\)No — derive it from \(Fx\) with \(x = r\sin\theta\)
\(\Sigma\) clockwise moments \(= \Sigma\) anticlockwise momentsprinciple of moments, body in equilibriumNo — learn it
\(\Sigma F = 0\) (up = down, left = right)second condition for equilibriumNo — learn it
\(W = mg\)weight acting at the centre of gravityYes

Check your understanding

1. A force of 25 N, at 90° to a door, is applied 0.80 m from the hinges. Calculate its moment about the hinges. What force at 0.20 m from the hinges would have the same moment?

\(25 \times 0.80 = \) 20 N m. Same moment at 0.20 m: \(20 \div 0.20 = \) 100 N — four times the force at a quarter of the distance.

2. A 60 N force acts on the end of a 0.50 m lever at 30° to the lever. Calculate its moment about the pivot.

Perpendicular distance \(= 0.50\sin 30^\circ = 0.25\ \text{m}\); moment \(= 60 \times 0.25 = \) 15 N m.

3. State the two conditions for an extended body to be in equilibrium.

The resultant force on it is zero, and the resultant moment about any point is zero (sum of clockwise moments = sum of anticlockwise moments).

4. A uniform pole 2.0 m long, weight 40 N, rests on supports at its two ends. A 100 N load hangs 0.50 m from the left end. Find the two support forces.

Moments about the right end: \(R_{\text{L}} \times 2.0 = 40 \times 1.0 + 100 \times 1.50\), so \(R_{\text{L}} = \) 95 N. Up = down: \(R_{\text{R}} = 140 - 95 = \) 45 N.

5. Explain why a racing car is built with a low centre of gravity and a wide wheelbase.

When the car tilts, it pivots about the outer wheels. A low G and a wide base mean the car must tilt much further before the vertical line through G passes outside the wheels, so the moment of the weight keeps turning it back for longer: it is harder to tip over.

Specification checklist

  • (8) I can draw a free-body diagram for a beam, plank or lever, with the weight acting at the centre of gravity and every force starting on the body.
  • (15) I can calculate the moment of a force as force × perpendicular distance from the pivot to its line of action, including forces that act at an angle.
  • (16) I know that the weight of a body can be taken to act at its centre of gravity, and I can find the centre of gravity of a rod or lamina by experiment.
  • (16) I can use the principle of moments, together with zero resultant force, to find unknown forces on a body in equilibrium.
  • (16) I can explain stability and toppling using the position of the centre of gravity and the moment of the weight.