To understand and apply the two simultaneous conditions for static equilibrium of a rigid body:
| Syllabus Requirement (Topic 4) | How the Notes Measure Up | Gap / Issue | Suggested 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. |
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).
\$\vec F{\text{res}} = \sum{i=1}^{n}\vec F_i\$
\$\boldsymbol\tau = \vec r \times \vec F\$
where \$\vec r\$ joins O to any point on the line of action of \$\vec F\$.
\$\tau{\text{res}} = \sum{i=1}^{n}(\vec ri \times \vec Fi)\$
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\$
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.
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.

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

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.
| Step | Action | Key Check |
|---|---|---|
| 1 | Draw a clear free‑body diagram (FBD). | All external forces, their magnitudes (if known), directions, and points of application are shown. |
| 2 | Identify the centre of gravity and replace the weight by \$W=mg\$ acting through it. | Weight is a single vertical force through the CG. |
| 3 | Choose a convenient axis for torque calculations. | Prefer an axis that passes through one or more unknown reactions to eliminate them from the torque equation. |
| 4 | Write 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. |
| 5 | Solve the simultaneous equations for the unknown forces. | Check that each solution satisfies both the force and torque equations. |
| 6 | Verify 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. |
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.
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.
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?
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.
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.
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