Area Moment Calculator
Second moment of composite plane areas about the composite centroid. Supply each part's centroidal Ix and Iy. Runs locally. Not a section modulus and not a beam calculator.
Trust summary CVP VERIFIED · production STALE · CVP protocol 1.0.0-proposed · Engineering assurance
- Input interpretation
- Enter values to calculate.
- Result
- —
- Assurance
- Engineering
- Declared partition coverage
- PASS · 2/2 declared partitions (domain, invalid-domain) · Matrix
- Known limitations
- Physics L1 gap capability
- Core CVP does not include live graph, viewport, or pointer interaction.
- Model
- Second moments and radii of gyration of a composite plane area about its centroid.
- Scope
- Calculation runs locally in the browser; values are not uploaded.
- Verification
- Engine tested · Source checked · v1.0.0 · CVP VERIFIED · production STALE · CVP protocol 1.0.0-proposed · Engineering assurance· View Manifest · CVP overview · Specification
- Versions
- Calculation 1.0.0 · CVP protocol 1.0.0-proposed
- CVP identity
- 0/0 property · digest 6fb9f8d9f563
- Legacy regression
- 6/6 tests · Production surface contract 6/6
- Trust layers
- Verification VERIFIED · Production STALE · overall VERIFIED_STALE
- CVP status
- STALE · Capability production binding: STALE · Site report: STALE · Evidence changed after the last successful production attestation. Re-attestation required.
- Reference
- O1 model · O2 expected_values · O2 numerical_behavior
- Interfaces
- PASS · UI (SSR) / REST / MCP
- Supplemental domain review
- Not performed
- Named expert review
- Not performed
- CVP suite
- 1/1 golden · 4/4 CVP boundary · 3/3 invalid · 1/1 cross-interface · 6/6 CVP contract · Manifest
- Sources
- Hibbeler, Engineering Mechanics: Statics
- Gere and Goodno, Mechanics of Materials
- Evidence
- 2 legacy golden · 4 legacy boundary · legacy regression suite · 1/1 oracle-backed golden · 3/3 invalid · Artifact integrity PASS
- Semantic contract
- PASS
Full verification
Formulas
Core equations used by this calculator.
How to use
Enter each part as Ix, Iy, A, x, y
Ix and Iy are about that part's own centroid. The axes stay parallel to x and y.
Use a negative area for a hole
Subtract the hole's centroidal moments by entering them with the hole's negative area.
Read Ix, Iy, and the radii of gyration
Both moments are about the composite centroid. kx and ky are omitted when I/A is negative.
Example calculations
Common configurations with formula and result.
Two unit areas
Each part has Īx = 1 and area 1, at y = 0 and y = 2
One part at the origin
Īx = 16, Īy = 4, area 4
Area Moment 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
- Composite second moments about the composite centroid. Ix = Σ(Īx + A (y − ȳ)²) and Iy = Σ(Īy + A (x − x̄)²). Īx and Īy are centroidal and parallel to the global axes.
- What it calculates
- Second moments and radii of gyration of a composite plane area about its centroid.
- Inputs
- parts
- Outputs
- Ix
- Iy
- kx
- ky
- x_bar
- y_bar
- area
- Formula
Ix = Σ(Īx + A (y−ȳ)²), Iy = Σ(Īy + A (x−x̄)²)- Assumptions
- Calculation runs locally in the browser; values are not uploaded.
- Keep units consistent with the labels on each field.
- The centroid is the plane-centroid result. A rectangle's own Īx = b h³/12 is entered by the user. This page does not compute that rectangle, a product of inertia, or a section modulus.
- Units
- Keep area, position, and second moment in one consistent unit system. A negative area is a hole.
- Boundary conditions
- no parts → MISSING_REQUIRED_INPUT
- a row that is not Ix,Iy,A,x,y → INVALID_INPUT
- total area zero → INVALID_INPUT
- Example
- 1,0,1,0,0; 1,0,1,0,2 → Ix = 4, ȳ = 1
- Validation cases
3 published on this page · 6/6 tests · Production surface contract 6/6 · View evidence
- parts=1,0,1,0,0; 1,0,1,0,2 → Ix=4, Iy=0, y_bar=1
- parts=16,4,4,0,0 → kx=2, ky=1
- parts=0,0,1,0,0; 0,0,-1,1,0 → INVALID_INPUT
- Sources
- Hibbeler, Engineering Mechanics: Statics — Moments of inertiaSupports: Parallel-axis theorem I = Ī + A d² for a composite area
- Gere and Goodno, Mechanics of Materials — Moments of inertiaSupports: Supports the page formula: Ix = Σ(Īx + A (y − ȳ)²)
- Hibbeler, Engineering Mechanics: Statics — Moments of inertia
- Calculation version
- 1.0.0
Background
Interpretation and common distinctions.
Find the second moment of a composite plane area about its centroid.
Supported and not supported
Supported: centroidal Ix and Iy for each part, shifted to the composite centroid, plus the radii of gyration.
Not supported: building a rectangle from width and height, product of inertia, and principal axes. Elastic section modulus is a separate page. Beam deflection stays closed. /calc/mechanical is not open.
Agent / API notes
Capability id: mechanical.statics.area_moment · tool id: area-moment · pin 1.0.0.
{ "parts": "1,0,1,0,0; 1,0,1,0,2" }
Each part is Ix,Iy,A,x,y. Share the link with parts. The result is not written into the link.
Related tools
Other calculators in this family: Circular Section Calculator, Hollow Circular Section Calculator, Inclined-Axis Moment Calculator, Plane Centroid Calculator, Principal Moment Calculator, Principal Section Modulus Calculator, Rectangular Section Calculator, Section Modulus Calculator . Explore all Section Properties.
Frequently asked questions
Key distinctions behind the calculation.
Does this build a rectangle from width and height?
A solid rectangle from width and height is the rectangular-section page. This page takes centroidal Ix and Iy you already have, including a composite.
Does this return a section modulus?
No. Elastic section modulus is on the section-modulus page. This page returns Ix, Iy, and the radii of gyration about the composite centroid.