Statics · Module 8 of 11 · Advanced
Friction
Friction is a reaction that appears only as much as needed, up to its limit.
Readiness check
From Module 3 and Module 5. Tick only what you can do closed-notes.
- Write equilibrium equations along rotated axes (along and normal to an incline).
- Solve a particle FBD with an angled applied force.
- Find rigid-body reactions including a moment balance.
- Distinguish an equation from an inequality and reason with both.
- Resolve weight into incline components (W sin θ, W cos θ).
The core idea
Friction is an inequality. It equals μN only at the moment of slip.
F ≤ μsNF = μsN at impending slipBelow the limit, friction is just another unknown found from equilibrium. The phrase "on the verge of moving" is your license to write F = μsN. After slip starts, use μk < μs.
The method
Which way would it slide if friction vanished?
Decide: resting, impending, or sliding?
FBD with friction opposing the sliding tendency.
Equilibrium; apply F = μN only at the limit. Check N > 0.
Worked example: the crate that almost moves
A 40 kg crate sits on a floor with μs = 0.25. A worker pulls with force P at 30° above horizontal. What P just starts the crate sliding?
- ProblemFind the pull P that just starts the crate in Figure 1 sliding.
- Given / findm = 40 kg, μs = 0.25, pull angle 30°. Find P at impending motion.
- AssumptionsRigid crate, dry Coulomb friction, slides before it tips. W = 40 × 9.81 = 392.4 N.
- ModelFigure 2: W down; N up; P at 30° (components P cos 30° forward, P sin 30° up); friction F backward. Impending motion means F = μsN.
- EquationsΣFy = 0: N + P sin 30° − 392.4 = 0 ΣFx = 0: P cos 30° − μsN = 0
- SolveN = 392.4 − 0.5P. Substitute: 0.866P = 0.25(392.4 − 0.5P), so 0.866P + 0.125P = 98.1, giving P = 99.0 N and N = 342.9 N.
- CheckN > 0 (the crate stays on the floor). Compare to a horizontal pull: P = μW = 98.1 N. Pulling upward at 30° barely helps here because it also steals forward component.
- ConclusionAbout 99 N starts the crate moving. The upward pull angle reduces N but also the push. For μ = 0.25 the optimum angle is tan⁻¹(0.25) ≈ 14°, not 30°. Friction problems reward checking the geometry.
Misconceptions and diagnostics
| Mistake | Symptom | Diagnostic question | Correction |
|---|---|---|---|
| Setting F = μN always | "Equilibrium" violated in problems where nothing moves | "Is motion impending, or is the object just sitting there?" | F = μsN only at impending slip. Otherwise F is an unknown ≤ μsN, found from ΣF = 0. |
| Assuming N = W automatically | Wrong N whenever a pull or incline is involved | "Do any applied forces have a vertical component?" | N comes from ΣF perpendicular to the surface; solve for it, never assume it. |
| Friction drawn in an assumed-wrong direction | Negative friction force, confused interpretation | "Which way would the object slide if friction vanished?" | Friction opposes the relative sliding tendency. Decide the tendency first, then draw. |
| Ignoring tipping | Slip force computed, but the real crate falls over first | "Where must N act for moment balance, and is it still under the base?" | Check both: slip at P = μsN, tip when N's location reaches the base edge. The smaller P governs. |
Practice ladder
A 60 kg cabinet, μs = 0.35, horizontal push. What force just starts it sliding?
Show answer
N = W = 588.6 N; P = μsN = 0.35 × 588.6 = 206 N.
A block rests on an incline. Show that it slips when the incline angle reaches θ = tan⁻¹ μs, independent of mass. Then: at what angle does a block with μs = 0.4 slip?
Show answer
Along the incline: W sin θ = F; normal: N = W cos θ. Impending: W sin θ = μsW cos θ, so tan θ = μs; mass cancels. For μs = 0.4: θ = 21.8°. (This is also how μs is measured in the lab.)
A 1 m tall, 0.4 m wide crate (uniform, 50 kg) is pushed horizontally at 0.8 m height, μs = 0.5. Does it slip or tip first?
Show answer
Slip: P = 0.5 × 490.5 = 245 N. Tip about the front edge: P(0.8) = W(0.2), so P = 490.5 × 0.2/0.8 = 123 N. It tips first (123 N < 245 N). Push lower than 0.4 m to make it slide instead.
Design check: a 200 kg machine must not slide on its steel floor (μs ≈ 0.3) when a horizontal service load of 500 N is applied at any height up to 1.2 m. The base is 0.8 × 0.8 m. Verify both slip and tip, and state your recommendation (anchor bolts or not?).
Show answer
Slip capacity: μsW = 0.3 × 1962 = 589 N > 500 N (18% margin). Tip: 500 × 1.2 = 600 N·m versus W × 0.4 = 785 N·m (31% margin). Statics says no anchors needed, but an engineer notes the slip margin is thin and vibration lowers effective μ, so recommend anchor bolts anyway. Statics informs judgment; it does not replace it.
Working with AI, and proving it yourself
Use AI as an examiner, not a solver
Portfolio task
Measure a real friction coefficient: use the incline method (Level 2) on a phone-measured ramp angle with three object and surface pairs. Report setup photos, the three μs values with repeats, comparison to published values, and an error discussion.
Retrieval and spaced review
Closed notes. Answer out loud, then reveal.
1. When are you allowed to write F = μsN?
Only at impending motion (or with μk once sliding). Otherwise F is an independent unknown bounded by μsN.
2. Why is friction independent of contact area in the Coulomb model?
The model lumps real microscale contact behavior into one constant: F depends only on N and the material pair (μ), which experiment supports for dry rigid bodies.
3. What is the angle of friction, and what does it mean geometrically?
φs = tan⁻¹ μs: the maximum angle the total contact reaction can lean from the normal before slip.
4. How do you decide whether a pushed block slips or tips?
Compute the force for impending slip (μsN) and for impending tip (moment about the base edge); the smaller applied force wins.
5. Why are wedges and screws "self-locking" for small angles?
When the wedge or lead angle is less than the friction angle φs, friction alone holds the load with zero applied force.
Textbook mapping
| Item | Mapping |
|---|---|
| Main textbook | R.C. Hibbeler, Engineering Mechanics: Statics, Chapter 8, Friction |
| Core sections | 8.1 Characteristics of Dry Friction · 8.2 Problems Involving Dry Friction (the heart) · then 8.3 Wedges · 8.4 Screws · 8.5 Flat Belts as your course requires |
| Recommended problems | Fundamental Problems F8-1 onward (partial solutions in the back). Insist on problems that mix "is it moving?" with "what force moves it?" |
| Skip on first pass | 8.6 to 8.8 (collar and pivot bearings, journal bearings, rolling resistance): machine-design topics; revisit in Machine Elements. |
| Read next | Chapter 9, sections 9.1 to 9.2 before opening Module 9. |