understand that, when there is no resultant force and no resultant torque, a system is in equilibrium

Equilibrium of Forces – Cambridge AS/A‑Level Physics (9702)

Objective

To understand and apply the two simultaneous conditions for static equilibrium of a rigid body:

  • Translational equilibrium: the vector sum of all external forces is zero,  \$\displaystyle\sum\vec F = \vec 0\$.
  • Rotational equilibrium: the algebraic sum of all external torques about any axis is zero,  \$\displaystyle\sum\tau = 0\$.


Action‑able Review of the “Equilibrium of Forces” Notes vs. Cambridge AS & A Level Physics (9702) Syllabus

Syllabus Requirement (Topic 4)How the Notes Measure UpGap / IssueSuggested Improvement
State both equilibrium conditions (net force = 0, net torque = 0) and explain why they must hold simultaneously.Both conditions are listed, but the link to Newton’s 1st law and the “any axis” requirement is brief.Insufficient emphasis on “any axis” and on the physical meaning of each condition.Expand the introductory paragraph, add a short box linking each condition to Newton’s laws, and stress “any axis”.
Define resultant (net) force and torque, give vector expressions, and relate them to centre of mass/centre of gravity.Definitions and formulas are present, but the connection to the centre of mass is only mentioned for force.Torque‑related discussion of CG is missing; also no explicit statement that the weight can be treated as a single force through the CG.Combine force and torque sections, include a paragraph on how the CG simplifies torque calculations.
State and use the principle of moments (clockwise = anticlockwise) for equilibrium problems.Principle of moments is covered, but the “any axis” caveat is omitted.Students may think the principle only applies to a particular axis.Add a note: “The principle holds for any axis you choose.”
Explain couples and give the torque formula \$ \tau = Fd \$.Couple definition and formula are included.Missing example showing that a couple produces a net torque even when \$\sum\vec F = 0\$.Insert a short worked example of a door with two equal opposite forces.
Use vector‑triangle method for three (or more) coplanar forces.Method is described with a diagram.No step‑by‑step guide on constructing the triangle.Provide a concise algorithm (draw, tip‑to‑tail, close the triangle).
Provide a systematic problem‑solving strategy and highlight common pitfalls.Both are present.Strategy table could be reordered for better flow; common mistakes lack examples.Re‑order the table, add brief illustrative “what‑if” notes for each mistake.


1. Fundamental Conditions for Equilibrium

Translational equilibrium\$\displaystyle\sum\vec F = \vec 0\$

The centre of mass experiences no linear acceleration (Newton’s 1st law).

Rotational equilibrium\$\displaystyle\sum\tau = 0\$ about any axis

The angular momentum of the body does not change (Newton’s 2nd law for rotation).

Both equations must be satisfied at the same time; satisfying only one leads to motion (translation or rotation).


2. Resultant (Net) Force

  • Definition: vector sum of all external forces acting on the body

    \$\vec F{\text{res}} = \sum{i=1}^{n}\vec F_i\$

  • If \$\vec F_{\text{res}} = \vec 0\$, the centre of mass moves with constant velocity (including rest).
  • Weight \$W=mg\$ can be replaced by a single vertical force acting through the centre of gravity (CG).


3. Resultant (Net) Torque

  • Torque of a single force about point O:

    \$\boldsymbol\tau = \vec r \times \vec F\$

    where \$\vec r\$ joins O to any point on the line of action of \$\vec F\$.

  • Resultant torque:

    \$\tau{\text{res}} = \sum{i=1}^{n}(\vec ri \times \vec Fi)\$

  • If \$\tau{\text{res}} = 0\$ about one axis, it is automatically zero about any parallel axis that passes through the same point; however, the equilibrium condition requires \$\tau{\text{res}}=0\$ about any axis you choose.
  • When the weight is treated as a single force through the CG, its torque about any axis is simply \$W\,d\$, where \$d\$ is the perpendicular distance from the axis to the CG.


4. Principle of Moments (Turning Effects)

The principle of moments is a direct statement of \$\displaystyle\sum\tau = 0\$:

For a body in equilibrium, the sum of clockwise moments about any axis equals the sum of anticlockwise moments about the same axis.

For a single force:

\$\tau = F\,d\,\sin\theta\$

  • \$F\$ – magnitude of the force.
  • \$d\$ – distance from the axis to any point on the line of action.
  • \$\theta\$ – angle between \$\vec r\$ and \$\vec F\$ (often \$\sin\theta = 1\$ when \$d\$ is taken as the perpendicular distance).

Couple

A pair of equal and opposite forces whose lines of action are parallel but not collinear. The net force of a couple is zero, yet it produces a non‑zero torque:

\$\tau_{\text{couple}} = F\,d\$

Example: Two forces \$F\$ act on a door, one at the hinge (parallel to the door) and one at the far edge (perpendicular). Their resultant torque is \$F\,d\$, where \$d\$ is the separation of the lines of action.


5. Centre of Gravity (CG)

  • Definition: the point at which the total weight of a body may be considered to act.
  • For a uniform, symmetric object the CG coincides with the geometric centre (e.g., \$L/2\$ for a uniform beam of length \$L\$).
  • When analysing equilibrium, replace the distributed weight by a single force \$W=mg\$ acting through the CG – this simplifies both force and torque equations.


6. Vector‑Triangle Method for Coplanar Forces

If three (or more) forces lie in a single plane and the body is in equilibrium, they can be represented by a closed vector polygon.

  1. Draw each force as an arrow with length proportional to its magnitude and direction as given.
  2. Place the arrows tip‑to‑tail in any order.
  3. If the body is in equilibrium, the final tip meets the starting point, forming a closed triangle (or polygon).
  4. The missing side of the triangle gives the magnitude and direction of the unknown force.

Vector triangle of three coplanar forces

Closed vector triangle for three forces \$\vec F1\$, \$\vec F2\$, \$\vec F_3\$ acting on a hanging sign.


7. Sign Conventions for Torques

DirectionSymbolTypical Use in Cambridge Exams
Clockwise− (negative)Most textbook examples adopt this convention.
Anticlockwise+ (positive)Often taken as positive.

Choose a convention at the start of a problem and apply it consistently. The equilibrium condition is satisfied when the algebraic sum (including signs) is zero.


8. Illustrative Example – Uniform Beam on Two Supports

Consider a uniform beam of length \$L\$ supported at its ends \$A\$ and \$B\$, with a weight \$W\$ acting at its centre (the CG).

Free‑body diagram of a beam in static equilibrium

Free‑body diagram showing reactions \$RA\$, \$RB\$ and weight \$W\$.

Step 1 – Force equilibrium (vertical direction):

\$RA + RB - W = 0 \qquad (1)\$

Step 2 – Choose an axis through \$A\$ to eliminate \$R_A\$ from the torque equation:

\$\sum\tauA = 0 \;\Rightarrow\; RB\,L - W\frac{L}{2}=0 \qquad (2)\$

From (2) \$RB = \dfrac{W}{2}\$; substituting into (1) gives \$RA = \dfrac{W}{2}\$.

Both \$\displaystyle\sum\vec F = 0\$ and \$\displaystyle\sum\tau = 0\$ are satisfied – the beam is in static equilibrium.


9. Systematic Problem‑Solving Strategy

StepActionKey Check
1Draw a clear free‑body diagram (FBD).All external forces, their magnitudes (if known), directions, and points of application are shown.
2Identify the centre of gravity and replace the weight by \$W=mg\$ acting through it.Weight is a single vertical force through the CG.
3Choose a convenient axis for torque calculations.Prefer an axis that passes through one or more unknown reactions to eliminate them from the torque equation.
4Write the equilibrium equations:
\$\displaystyle\sum\vec F = 0\$ (separate into horizontal & vertical components)
\$\displaystyle\sum\tau = 0\$ (about the chosen axis).
Apply the sign convention consistently.
5Solve the simultaneous equations for the unknown forces.Check that each solution satisfies both the force and torque equations.
6Verify units, physical plausibility and that no reaction is contradictory (e.g., a “negative” support force unless tension is specified).Values should be realistic for the geometry and constraints.


10. Common Mistakes & How to Avoid Them

  • Incorrect torque sign: Decide at the start whether clockwise is positive or negative and stick to it. What‑if: Re‑evaluate the sign if the final sum is not zero.
  • Omitting force components: Resolve any angled force into horizontal and vertical components before writing \$\sum\vec F = 0\$. What‑if: A missing vertical component will give an impossible reaction force.
  • Poor choice of axis: Selecting an axis that does not pass through an unknown reaction often leaves extra variables in the torque equation. What‑if: Try a different axis to simplify.
  • Assuming rigidity automatically: Deformation introduces internal forces; the equilibrium conditions apply only to the rigid‑body approximation. What‑if: Check whether the body can be considered rigid for the problem’s scale.
  • Forgetting the centre of gravity: Treat the weight as a single force through the CG, not at an arbitrary point. What‑if: Re‑locate the weight to the CG and recompute torques.
  • Neglecting the vector‑triangle method: When three coplanar forces are in equilibrium, they must form a closed triangle; using this can simplify finding an unknown force. What‑if: Sketch the triangle; the missing side gives the unknown.


11. Practice Questions

  1. Ladder against a smooth wall

    A uniform ladder 4 m long and weighing 200 N leans against a smooth vertical wall, making an angle of \$30^\circ\$ with the ground. The foot of the ladder is 1.5 m from the wall. Determine the horizontal and vertical components of the force exerted by the ground on the ladder, assuming static equilibrium.

  2. Three‑string support for a rectangular plate

    A rectangular plate of mass \$5\,\$kg is held horizontally by three vertical strings attached at corners \$A\$, \$B\$, and \$C\$ (as shown). The distances between the strings are known. Find the tension in each string when the plate is in equilibrium.

  3. Torque wrench problem

    A torque wrench applies a force of \$30\,\$N at the end of a \$0.40\,\$m handle. What is the torque about the centre of the bolt? If the required tightening torque is \$12\,\$Nm, is the applied torque sufficient?

  4. Vector‑triangle application

    A sign is suspended by three tension members as shown. Two tensions are known: \$T1 = 120\,\$N acting at \$30^\circ\$ above the horizontal to the left, and \$T2 = 150\,\$N acting vertically upwards. Determine the magnitude and direction of the third tension \$T_3\$ using the vector‑triangle method.

  5. Couple on a door

    Two forces of magnitude \$F\$ act on a door 1.2 m wide. One force is applied at the edge, perpendicular to the plane of the door; the other is applied 0.30 m from the hinge, parallel to the door surface, producing a couple. If the door is in rotational equilibrium, find the required magnitude of \$F\$ when the perpendicular force is \$40\,\$N.


Summary

  • Static equilibrium requires both \$\displaystyle\sum\vec F = 0\$ (no net translation) and \$\displaystyle\sum\tau = 0\$ (no net rotation) about any axis.
  • The principle of moments (clockwise = anticlockwise) is a direct consequence of \$\displaystyle\sum\tau = 0\$.
  • Replace the distributed weight by a single force \$W=mg\$ acting through the centre of gravity to simplify calculations.
  • For three or more coplanar forces, the vector‑triangle method provides a quick visual way to find unknown forces.
  • Adopt a consistent sign convention for torques, draw a clear FBD, choose a convenient axis, and always verify both equilibrium equations after solving.