A topic in the Open Knowledge Graph — a free, open map of 15,290 topics and the order to learn them in.

Statically Determinate Systems Analysis

College Depth 124 in the knowledge graph I know this Set as goal
19topics build on this
727prerequisites beneath it
See this on the map →
Rigid Body Equilibrium: Planar AnalysisConstraint Forces and Reaction ForcesFrame and Machine Component AnalysisStatically Determinate vs. Indeterminate Structures+1 more
static determinacy reactions internal forces constraints

Core Idea

A structure or system is statically determinate if all support reactions and internal forces can be found from equilibrium equations alone, without additional information about material properties or deformations. The number of unknown forces must equal the number of independent equilibrium equations available, enabling unique solution.

Explainer

From rigid-body equilibrium, you have three equations for any 2D structure: ΣFₓ = 0, ΣFᵧ = 0, and ΣM = 0. These give exactly three scalar equations. Static determinacy is a counting argument: if the number of unknown reaction forces equals three, you can solve; if it's more, you cannot without additional information about material behavior.

Each support type contributes a known number of unknowns. A roller allows rotation and movement parallel to its surface, so it can only push or pull perpendicular to the surface — one unknown. A pin prevents translation in both directions but allows rotation, giving two unknowns (horizontal and vertical reaction forces). A fixed support prevents all motion including rotation, providing three unknowns (two force components and a reaction moment). For a simple beam with a pin at the left end and a roller at the right: 2 + 1 = 3 unknowns, matching the 3 equations exactly. Solve directly. Replace the roller with a second pin: 2 + 2 = 4 unknowns with only 3 equations — statically indeterminate to the first degree. You would need the beam's flexural stiffness EI to solve (a topic in mechanics of materials).

The determinacy condition for a truss generalizes this: for a truss with m members, r external reaction components, and j joints, the condition for determinacy is m + r = 2j. Each joint provides two equilibrium equations (ΣFₓ = 0 and ΣFᵧ = 0), so there are 2j equations total. The m member forces and r reactions are the unknowns. If m + r < 2j, the truss is a mechanism — it can deform without stretching any member, meaning it's not a valid structure. If m + r > 2j, it's indeterminate. This counting rule is the gateway to the method of joints and method of sections, which build directly on it.

The practical importance of determinacy is this: a statically determinate structure's reactions and internal forces depend only on the geometry and loading, not on how stiff or flexible the members are. This makes design straightforward — you can size members for the internal forces you calculated without those forces changing due to stiffness choices. Indeterminate structures are stronger (more load paths exist) but harder to analyze, because the load distribution depends on the relative stiffnesses of the members. Recognizing determinacy before attempting analysis is the first step in any structural problem.

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 Analysis

Longest path: 125 steps · 727 total prerequisite topics

Prerequisites (2)

Leads To (3)