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Dry Friction and Coulomb's Law

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Equilibrium of Rigid BodiesAnalysis of Frames and Machines+1 moreBelt and Rope FrictionFriction Applications: Wedges, Screws, and Belts+2 more
statics friction Coulomb friction static friction kinetic friction

Core Idea

Coulomb's law states that the maximum static friction force is F_s,max = μ_s·N, where μ_s is the static friction coefficient and N is the normal contact force. Kinetic friction is F_k = μ_k·N with μ_k < μ_s. Friction is reactive: it takes whatever value is needed for equilibrium up to its maximum. Three states are possible — static equilibrium (F < μ_s·N), impending motion (F = μ_s·N), or sliding (F = μ_k·N). The angle of friction φ_s = arctan(μ_s) gives the angle of the resultant contact force from the normal at impending slip.

How It's Best Learned

Identify which friction state applies (equilibrium, impending, or sliding) before setting up equations. Assume a friction direction in the FBD, solve, and verify the result is consistent with the assumed state.

Common Misconceptions

Explainer

From your study of rigid-body equilibrium, you know how to sum forces and moments to find unknown reactions. Friction introduces something new: a contact force whose magnitude is not independently determined by geometry or applied loads, but instead adjusts to maintain equilibrium — up to a limit. This reactive character is what makes friction problems require a judgment call before you can write equations.

Coulomb's model describes the frictional contact between two dry surfaces with just two parameters: the static friction coefficient μ_s and the kinetic friction coefficient μ_k. The normal force N at the contact surface (perpendicular to the interface) is determined from equilibrium, exactly as in your earlier work. The friction force F acts tangentially and opposes the tendency of relative motion between the surfaces. The key rule: friction takes whatever value is needed for equilibrium, from zero up to its maximum F_s,max = μ_s·N. Only when the applied force would require F to exceed that maximum does sliding occur.

This gives three mutually exclusive states. In static equilibrium, the object is not on the verge of moving, and F < μ_s·N — you solve for F from the equilibrium equations. At impending motion, the object is on the verge of sliding, and F = μ_s·N — this is the tipping point condition used in most engineering problems about "will this object slide?" Once the object is actually sliding, the friction force drops to the kinetic value F_k = μ_k·N, with μ_k < μ_s (kinetic friction is always smaller than the maximum static value). The reduction in friction after motion begins is why it's easier to keep an object sliding than to start it sliding.

The angle of friction φ_s = arctan(μ_s) offers a geometric way to see the same physics. The total contact force on a surface has a normal component N and a tangential component F. The resultant of these two components makes an angle arctan(F/N) with the normal. At impending slip, this resultant sits exactly at angle φ_s from the normal — the friction cone. Any resultant direction inside the cone is achievable by static friction; outside the cone, the surface cannot provide the needed reaction and the object slides. This geometric view is especially powerful when analyzing wedges and screws, where the same friction angle appears in the inclined-plane geometry.

Practice Questions 5 questions

Prerequisite Chain

Understanding ZeroThe Number ZeroCounting to FiveCounting to 10Counting to 20Counting a Set of Objects Up to 20Cardinality: The Last Number CountedMatching Numerals to QuantitiesSubitizing Small QuantitiesAddition Within 10Number Bonds to 10Addition Within 20Doubles and Near DoublesDoubles Facts Within 10Near Doubles Facts Within 20Mental Math Strategies for AdditionMental Math: Adding and Subtracting TensAddition Within 100Repeated Addition as MultiplicationMultiplication as Equal GroupsMultiplication: ArraysBasic Multiplication Facts (0s, 1s, 2s, 5s, 10s)Multiplication Facts Within 100Division as Equal SharingDivision as Grouping (Measurement Division)Division: Grouping (Repeated Subtraction) ModelDivision: Fair Sharing ModelDivision as Equal SharingDivision as GroupingBasic Division FactsDivision Facts Within 100Multiplication and Division Fact FamiliesRelationship Between Multiplication and DivisionDivision Facts as Inverse of MultiplicationRemainders and Quotients in DivisionDivision Word ProblemsMulti-Step Word ProblemsSolving Multi-Step Word ProblemsMultiplication Word ProblemsDivision Word ProblemsIntroduction to Long DivisionFactors and MultiplesPrime and Composite NumbersEquivalent FractionsRelating Fractions and DecimalsDecimal Place ValueIntegers and the Number LineComparing and Ordering IntegersAbsolute ValueAdding IntegersSubtracting IntegersMultiplying IntegersDividing IntegersUnit RatesProportionsPercent ConceptConverting Between Fractions, Decimals, and PercentsOperations with Rational NumbersTwo-Step EquationsSolving Multi-Step EquationsEquations with Variables on Both SidesAngle Pairs: Complementary, Supplementary, and VerticalParallel Lines and TransversalsCorresponding AnglesAlternate Interior AnglesTriangle Angle Sum TheoremExterior Angle TheoremTriangle Inequality TheoremSimilar Triangles: AA SimilaritySimilar Triangles: SSS and SAS SimilarityProportions in Similar TrianglesRight Triangle Trigonometry IntroductionSine, Cosine, and Tangent RatiosTrigonometric Ratios ReviewRadian MeasureConverting Between Degrees and RadiansThe Unit CircleGraphing Sine and CosineGraphing Tangent and Reciprocal Trigonometric FunctionsDerivatives of Trigonometric FunctionsAntiderivativesIndefinite IntegralsBasic Integration RulesRiemann SumsDefinite Integral DefinitionDouble Integrals: Definition and SetupIterated Integrals and Fubini's TheoremDouble Integrals over Rectangular RegionsDouble Integrals over General RegionsApplications of Double Integrals: Area, Mass, and MomentsCenter of MassConservation of Linear MomentumElastic CollisionsInelastic CollisionsCoefficient of RestitutionCollision Analysis and Real-World ApplicationsTwo-Body Collisions in the Center-of-Mass FrameReduced Mass and Two-Body ProblemsKinematics in Two DimensionsProjectile MotionCircular Motion: KinematicsRotational KinematicsTorqueMoment of InertiaRotational Kinetic EnergyThe Work-Energy TheoremConservation of Mechanical EnergyWork-Energy Principle for ParticlesLinear Impulse-Momentum for ParticlesLinear Momentum and Impulse in SystemsConservation of Linear Momentum in SystemsSystems of Particles: Center of Mass and Internal ForcesRigid Body Kinetics — Force and AccelerationAngular Impulse and Momentum for Rigid BodiesConservation of Angular MomentumEuler's Equations for Rigid Body RotationGyroscopic Motion, Precession, and StabilityStability of Equilibrium: Stable, Unstable, and NeutralIntroduction to Statics and DynamicsVector Analysis and ComponentsScalar and Vector MechanicsForce Vectors, Components, and ResultantsParticle Equilibrium ConditionsRigid Body Equilibrium: Planar AnalysisStatically Determinate Systems AnalysisStatically Determinate vs. Indeterminate StructuresTruss Analysis: Method of JointsTruss Analysis: Method of SectionsAnalysis of Frames and MachinesDry Friction and Coulomb's Law

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