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Statically Determinate Systems Analysis

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Rigid Body Equilibrium: Planar AnalysisConstraint Forces and Reaction Forces→→Frame 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 Zero → The Number Zero → Counting to Five → Counting to 10 → Counting to 20 → Counting a Set of Objects Up to 20 → Cardinality: The Last Number Counted → Matching Numerals to Quantities → Subitizing Small Quantities → Addition Within 10 → Number Bonds to 10 → Addition Within 20 → Doubles and Near Doubles → Doubles Facts Within 10 → Near Doubles Facts Within 20 → Mental Math Strategies for Addition → Mental Math: Adding and Subtracting Tens → Addition Within 100 → Repeated Addition as Multiplication → Multiplication as Equal Groups → Multiplication: Arrays → Basic Multiplication Facts (0s, 1s, 2s, 5s, 10s) → Multiplication Facts Within 100 → Division as Equal Sharing → Division as Grouping (Measurement Division) → Division: Grouping (Repeated Subtraction) Model → Division: Fair Sharing Model → Division as Equal Sharing → Division as Grouping → Basic Division Facts → Division Facts Within 100 → Multiplication and Division Fact Families → Relationship Between Multiplication and Division → Division Facts as Inverse of Multiplication → Remainders and Quotients in Division → Division Word Problems → Multi-Step Word Problems → Solving Multi-Step Word Problems → Multiplication Word Problems → Division Word Problems → Introduction to Long Division → Factors and Multiples → Prime and Composite Numbers → Equivalent Fractions → Relating Fractions and Decimals → Decimal Place Value → Integers and the Number Line → Comparing and Ordering Integers → Absolute Value → Adding Integers → Subtracting Integers → Multiplying Integers → Dividing Integers → Unit Rates → Proportions → Percent Concept → Converting Between Fractions, Decimals, and Percents → Operations with Rational Numbers → Two-Step Equations → Solving Multi-Step Equations → Equations with Variables on Both Sides → Angle Pairs: Complementary, Supplementary, and Vertical → Parallel Lines and Transversals → Corresponding Angles → Alternate Interior Angles → Triangle Angle Sum Theorem → Exterior Angle Theorem → Triangle Inequality Theorem → Similar Triangles: AA Similarity → Similar Triangles: SSS and SAS Similarity → Proportions in Similar Triangles → Right Triangle Trigonometry Introduction → Sine, Cosine, and Tangent Ratios → Trigonometric Ratios Review → Radian Measure → Converting Between Degrees and Radians → The Unit Circle → Graphing Sine and Cosine → Graphing Tangent and Reciprocal Trigonometric Functions → Derivatives of Trigonometric Functions → Antiderivatives → Indefinite Integrals → Basic Integration Rules → Riemann Sums → Definite Integral Definition → Double Integrals: Definition and Setup → Iterated Integrals and Fubini's Theorem → Double Integrals over Rectangular Regions → Double Integrals over General Regions → Applications of Double Integrals: Area, Mass, and Moments → Center of Mass → Conservation of Linear Momentum → Elastic Collisions → Inelastic Collisions → Coefficient of Restitution → Collision Analysis and Real-World Applications → Two-Body Collisions in the Center-of-Mass Frame → Reduced Mass and Two-Body Problems → Kinematics in Two Dimensions → Projectile Motion → Circular Motion: Kinematics → Rotational Kinematics → Torque → Moment of Inertia → Rotational Kinetic Energy → The Work-Energy Theorem → Conservation of Mechanical Energy → Work-Energy Principle for Particles → Linear Impulse-Momentum for Particles → Linear Momentum and Impulse in Systems → Conservation of Linear Momentum in Systems → Systems of Particles: Center of Mass and Internal Forces → Rigid Body Kinetics — Force and Acceleration → Angular Impulse and Momentum for Rigid Bodies → Conservation of Angular Momentum → Euler's Equations for Rigid Body Rotation → Gyroscopic Motion, Precession, and Stability → Stability of Equilibrium: Stable, Unstable, and Neutral → Introduction to Statics and Dynamics → Vector Analysis and Components → Scalar and Vector Mechanics → Force Vectors, Components, and Resultants → Particle Equilibrium Conditions → Rigid Body Equilibrium: Planar Analysis → Statically Determinate Systems Analysis

Longest path: 125 steps · 727 total prerequisite topics

Prerequisites (2)

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