Planar Equilibrium Calculator
Sum 2-D point forces and concentrated moments, or solve two or three unknown reactions. Uses the vector and linear-algebra engines. Not a beam calculator.
Trust summary Engine tested · Source checked · 6/6 tests · Production surface contract 6/6 · v1.0.0
- Input interpretation
- Enter values to calculate.
- Result
- —
- Model
- Planar resultant and equilibrium of point forces and concentrated moments.
- Scope
- Calculation runs locally in the browser; values are not uploaded.
- Verification
- Engine tested · 6/6 tests · Production surface contract 6/6 · Source checked · v1.0.0
- Named expert review
- Optional · Not performed
- Sources
- Hibbeler, Engineering Mechanics: Statics
- Evidence
- 2 golden · 4 boundary · Production surface contract 6/6 · Artifact integrity PASS
- Production
- Embedded snapshot: unpublished · Build schema 1.0.0 ready · Semantic contract ✓ · Attestation report not published on origin · Live production status STALE (3 capabilities; 189 remain CURRENT) @ 2026-09-23T10:40:38.140Z
- Semantic contract
- PASS
Formulas
Core equations used by this calculator.
How to use
Enter forces as fx, fy, x, y
One force per row, separated by semicolons. x and y default to 0. Newtons and meters.
Enter concentrated moments
One moment per row, in newton-meters, CCW positive.
Mark unknowns only in equilibrium mode
A force unknown is fx, fy, or fx+fy. A moment unknown is m. Two or three unknowns are solved together.
Example calculations
Common configurations with formula and result.
3-4-5 resultant
Forces 3 N and 4 N at the origin
Bracket reactions
0,−100 N at x = 2 m, plus unknown Rx, Ry, and M at the origin
Planar Equilibrium calculator specification
Version 1.0.0 · Engine tested
- Engine tested 6/6 tests · Production surface contract 6/6
- Named expert review Not performed
- Calculation version 1.0.0
- Definition
- 2-D point forces and concentrated moments. Resultant is the vector sum. Equilibrium solves ΣFx = 0, ΣFy = 0, and ΣM = 0 for two or three unknowns.
- What it calculates
- Planar resultant and equilibrium of point forces and concentrated moments.
- Inputs
- mode
- forces
- moments?
- Outputs
- sum_fx
- sum_fy
- sum_m
- resultant_n
- unknowns?
- Formula
ΣF and ΣM = 0; M = x Fy − y Fx- Assumptions
- Calculation runs locally in the browser; values are not uploaded.
- Keep units consistent with the labels on each field.
- CCW is positive. Positions are meters from the origin. This page is not beam deflection and not a distributed load.
- Units
- Force in N, moment in N·m, position in m. CCW positive.
- Boundary conditions
- no forces and no moments → MISSING_REQUIRED_INPUT
- unknowns in resultant mode → INVALID_INPUT
- 1 or more than 3 unknowns → INVALID_INPUT
- 2 unknowns that cannot satisfy all three equations → INVALID_INPUT
- Example
- 3,0; 0,4 → |R| = 5 N
- Validation cases
3 published on this page · 6/6 tests · Production surface contract 6/6 · View evidence
- mode=resultant forces=3,0; 0,4 → resultant_n=5
- mode=equilibrium forces=0,-100,2,0; 0,0,0,0,fx+fy moments=0,m → F2.fy=100, M1=200
- mode=equilibrium forces=0,-10,2,0; 0,0,0,0,fx+fy → INVALID_INPUT
- Sources
- Hibbeler, Engineering Mechanics: Statics — Force systems and rigid-body equilibriumSupports: ΣFx = 0, ΣFy = 0, ΣM = 0 for a planar rigid body
- Hibbeler, Engineering Mechanics: Statics — Force systems and rigid-body equilibrium
- Calculation version
- 1.0.0
Background
Interpretation and common distinctions.
Balance point forces and concentrated moments in the plane.
Supported and not supported
Supported: a resultant of 2-D forces, the moment of those forces about the origin, and a unique solution for two or three unknown components.
Not supported: beam deflection, distributed loads, frames, finite elements, and 3-D statics. Impending slip on an incline is its own page. /calc/mechanical is not open.
Related tools
Other calculators in this family: Incline friction, Vector, Linear system .
Frequently asked questions
Key distinctions behind the calculation.
Is this a beam calculator?
No. It balances point forces and concentrated moments in the plane. Distributed loads, shear and moment diagrams, and deflection are out of scope.
Where does the solve run?
Locally. The force sum calls the vector engine. Two or three unknowns call the linear-algebra engine. This page does not contain a second solver.