Rectangular Section Calculator
Centroidal Ix, Iy, and elastic section moduli of a solid rectangle from its width and height. Runs locally.
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
- Centroidal area moments, radii of gyration, and elastic section moduli of a solid rectangle.
- 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 d5f0ecab3894
- 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 · 3/3 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
- 3 legacy golden · 3 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 the width and the height
Both dimensions are positive and use the same length unit.
Read the centroidal moments and the moduli
Ix and Iy are about axes through the center, parallel to the sides. Sx and Sy divide those moments by the distance to the extreme fiber.
Example calculations
Common configurations with formula and result.
Tall rectangle
b = 2, h = 6
Square
b = 1, h = 1
Wide rectangle
b = 6, h = 2
Rectangular Section 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
- For a solid rectangle, centroidal Ix = b h³/12 and Iy = h b³/12. The elastic moduli are Sx = b h²/6 and Sy = h b²/6.
- What it calculates
- Centroidal area moments, radii of gyration, and elastic section moduli of a solid rectangle.
- Inputs
- b
- h
- Outputs
- Ix
- Iy
- Sx
- Sy
- area
- kx
- ky
- Formula
Ix = b h³/12, Iy = h b³/12, Sx = b h²/6, Sy = h b²/6- Assumptions
- Calculation runs locally in the browser; values are not uploaded.
- Keep units consistent with the labels on each field.
- b is parallel to x. h is parallel to y. A composite section is the area-moment page. A circle is its own page.
- Units
- b and h share one length unit. Area is that unit squared. Ix and Iy are that unit to the fourth. Sx and Sy are that unit cubed. kx and ky are lengths.
- Boundary conditions
- missing b or h → MISSING_REQUIRED_INPUT
- b ≤ 0 or h ≤ 0 → VALUE_MUST_BE_POSITIVE
- Example
- b=2 h=6 → area=12, Ix=36, Iy=4, Sx=12, Sy=4
- Validation cases
4 published on this page · 6/6 tests · Production surface contract 6/6 · View evidence
- b=2 h=6 → area=12, Ix=36, Iy=4, Sx=12, Sy=4
- b=1 h=1 → Ix=Iy=1/12, Sx=Sy=1/6
- b=6 h=2 → Ix=4, Iy=36, Sx=4, Sy=12
- b=0 h=6 → VALUE_MUST_BE_POSITIVE
- Sources
- Hibbeler, Engineering Mechanics: Statics — Moments of inertia — rectangular areaSupports: The centroidal moments of a rectangle are b h³/12 and h b³/12.
- Gere and Goodno, Mechanics of Materials — Moments of inertia — rectangular areaSupports: Supports the page formula: Ix = b h³/12, Iy = h b³/12
- Hibbeler, Engineering Mechanics: Statics — Moments of inertia — rectangular area
- Calculation version
- 1.0.0
Background
Interpretation and common distinctions.
Find the centroidal moments and elastic section moduli of a solid rectangle.
Supported and not supported
Supported: width b parallel to x and height h parallel to y. Ix = b h³/12 and Iy = h b³/12 are passed to the area-moment engine. Sx and Sy come from the section-modulus engine at the extreme fibers h/2 and b/2.
Not supported: a composite section, a circle, bending stress, and the plastic modulus. /calc/mechanical is not open.
Agent / API notes
Capability id: mechanical.statics.rectangular_section · tool id: rectangular-section · pin 1.0.0.
{ "b": 2, "h": 6 }
Share the link with b and h. The result is not written into the link.
Related tools
Other calculators in this family: Area Moment Calculator, Circular Section Calculator, Hollow Circular Section Calculator, Inclined-Axis Moment Calculator, Plane Centroid Calculator, Principal Moment Calculator, Principal Section Modulus Calculator, Section Modulus Calculator . Explore all Section Properties.
Frequently asked questions
Key distinctions behind the calculation.
Is this a composite section?
No. A composite of several areas, including a hole, is the area-moment page. This page is one solid rectangle.
Does this compute bending stress?
No. It returns the elastic section modulus. Bending stress, the plastic modulus, and material allowables are out of scope.
Does this cover a circle?
A solid circle from its radius is the circular-section page.