Bending Stress Calculator
Elastic bending stress from a moment and a section modulus. S can also be formed from Ix and c. Runs locally.
Trust summary CVP VERIFIED · production STALE · CVP protocol 1.0.0-proposed · Engineering assurance · σ = M/S on one centroidal axis; S given or S = Ix/c; + O3 mpmath tabulated σ.
- Input interpretation
- Enter values to calculate.
- Result
- —
- Verified scope
- σ = M/S on one centroidal axis; S given or S = Ix/c; + O3 mpmath tabulated σ.
- Assurance
- Engineering
- Declared partition coverage
- PASS · 5/5 declared partitions (S, Ix, alias, awkward, invalid-domain) · Matrix
- Deferred
- Not plastic modulus, not a rectangle from b·h, and not beam deflection.
- Numerical scope
- O2: σ = M/S vs a separate-module identity (≤2 ULP). Not plastic modulus, not a rectangle from b·h, and not beam deflection. ≤2 ULP vs O3 applies only to the published tabulated bending-stress vectors. Not plastic modulus.
- Known limitations
- Core CVP does not include live graph, viewport, or pointer interaction.
- Model
- Elastic bending stress on one centroidal axis from M and S.
- 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 · σ = M/S on one centroidal axis; S given or S = Ix/c; + O3 mpmath tabulated σ.· View Manifest · CVP overview · Specification
- Versions
- Calculation 1.0.0 · CVP protocol 1.0.0-proposed · Evidence 2026-09-27.o2-o3
- Verification revision
- 2026-09-27.o2-o3 · 1/1 property · digest 2dc6e2ca9a7c
- Legacy regression
- 6/6 tests · Production surface contract 6/6
- Trust layers
- Verification VERIFIED · Production STALE · overall VERIFIED_STALE
- CVP status
- STALE · attestation snapshot core 45bf7b58ef79 ≠ live cvp_core_sha256 2dc6e2ca9a7c (2026-09-27.o2-o3)
- Reference
- O1 model · O3 expected_values · O3 numerical_behavior · O2 expected_values · O2 numerical_behavior
- Interfaces
- PASS · UI (SSR) / REST / MCP
- Supplemental domain review
- Not performed
- Named expert review
- Not performed
- CVP suite
- 4/4 golden · 3/3 CVP boundary · 5/5 invalid · 1/1 property · 1/1 metamorphic · 8/8 O3 · 2/2 cross-interface · 6/6 CVP contract · Manifest
- Sources
- Hibbeler, Mechanics of Materials
- Gere and Goodno, Mechanics of Materials
- Evidence
- 3 legacy golden · 3 legacy boundary · legacy regression suite · 4/4 oracle-backed golden · 5/5 invalid · Artifact integrity PASS
- Semantic contract
- PASS
Full verification
Formulas
Core equations used by this calculator.
How to use
Enter the moment and the modulus
M is the bending moment. S is the elastic section modulus at the fiber of interest. S must be positive.
Read the stress
σ = M/S. The sign of M is the sign of the stress at that fiber.
Example calculations
Common configurations with formula and result.
Moment 12, modulus 4
M = 12, S = 4, in one consistent unit system. σ then has the unit of M/S.
From Ix and c
M = 24, Ix = 36, c = 3, with S omitted. The page form can instead take S = Ix/c = 12 directly.
Bending Stress 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
- On one centroidal axis, the elastic bending stress is σ = M/S. S is the elastic section modulus at the fiber. A positive moment keeps the stress sign of that fiber.
- What it calculates
- Elastic bending stress on one centroidal axis from M and S.
- Inputs
- M
- S
- Outputs
- sigma
- M
- S
- Formula
σ = M/S. If S is omitted, S = Ix/c from the section-modulus engine.- Assumptions
- Calculation runs locally in the browser; values are not uploaded.
- Keep units consistent with the labels on each field.
- Enter S directly, or omit S and pass Ix with c. That second path calls the section-modulus engine. A rectangle built from b and h stays on the rectangular-section page.
- Units
- M and S set the stress unit. σ has the unit of M/S.
- Boundary conditions
- missing M → MISSING_REQUIRED_INPUT
- missing S and missing Ix → MISSING_REQUIRED_INPUT
- S ≤ 0 or c ≤ 0 → VALUE_MUST_BE_POSITIVE
- Ix < 0 → INVALID_INPUT
- Example
- M=12 S=4 → σ=3
- Validation cases
4 published on this page · 6/6 tests · Production surface contract 6/6 · View evidence
- M=12 S=4 → σ=3
- M=24 Ix=36 c=3 → S=12, σ=2
- M=-12 S=4 → σ=-3
- S=0 → VALUE_MUST_BE_POSITIVE
- Sources
- Hibbeler, Mechanics of Materials — Bending — flexure formulaSupports: The elastic bending stress at a fiber is the moment divided by the elastic section modulus at that fiber.
- Gere and Goodno, Mechanics of Materials — Bending — flexure formulaSupports: Supports the page formula: σ = M/S
- Hibbeler, Mechanics of Materials — Bending — flexure formula
- Calculation version
- 1.0.0
Background
Interpretation and common distinctions.
Find the elastic bending stress on one centroidal axis.
Supported and not supported
Supported: σ = M/S. S can be typed in, or formed as Ix/c by the section-modulus engine. The sign of M is the sign of the stress at that fiber.
Not supported: a rectangle built from b and h, transverse shear, beam deflection, and the plastic modulus. /calc/mechanical is not open.
Agent / API notes
Capability id: mechanical.statics.bending_stress · tool id: bending-stress · pin 1.0.0.
{ "M": 12, "S": 4 }
Share the link with M and S. The result is not written into the link.
Related tools
Other calculators in this family: Circular Plastic Modulus Calculator, Circular Shear Calculator, Hollow Circular Plastic Modulus Calculator, Hollow Circular Shear Calculator, Plastic Moment Calculator, Rectangular Plastic Modulus Calculator, Rectangular Shear Calculator, Transverse Shear Calculator . Explore all Strength of Materials.
Frequently asked questions
Key distinctions behind the calculation.
Does this build a rectangle from b and h?
No. Width and height stay on the rectangular-section page. Bring the section modulus here.
What if I have Ix and the distance to the fiber?
Omit S and pass Ix with c. S is Ix/c from the section-modulus engine, then σ = M/S.
Is this the plastic modulus?
No. This is elastic flexure. The plastic modulus of a rectangle is its own page.