Transverse Shear Calculator
Shear stress at one line from the shear force, the first moment, the area moment, and the width. Runs locally.
Enter values to calculate.
Trust summary CVP VERIFIED · CVP protocol 1.0.0-proposed · Engineering assurance · τ = VQ/(I b) (Jourawski); + O3 mpmath tabulated τ.
- Input interpretation
- Enter values to calculate.
- Result
- —
- Verified scope
- τ = VQ/(I b) (Jourawski); + O3 mpmath tabulated τ.
- Assurance
- Engineering
- Declared partition coverage
- PASS · 5/5 declared partitions (unit, alias, signed, awkward, invalid-domain) · Matrix
- Deferred
- Not a rectangle from b·h, not a circle, and not beam deflection.
- Numerical scope
- O2: tau vs a separate-module identity (≤2 ULP). Not a rectangle from b·h, not a circle, and not beam deflection. ≤2 ULP vs O3 applies only to the published tabulated transverse-shear vectors.
- Known limitations
- Core CVP does not include live graph, viewport, or pointer interaction.
- Model
- Shear stress at one line from V, Q, I, and the width at that line.
- Scope
- Calculation runs locally in the browser; values are not uploaded.
- Verification
- Engine tested · Source checked · v1.0.0 · CVP VERIFIED · CVP protocol 1.0.0-proposed · Engineering assurance · τ = VQ/(I b) (Jourawski); + O3 mpmath tabulated τ.· 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 d05ea939323d
- Legacy regression
- 5/5 tests · Production surface contract 6/6
- Trust layers
- Verification VERIFIED · Production CURRENT · Overall CVP state: VERIFIED under CVP 1.0.0-proposed
- 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
- 2 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 force and the section numbers
V may be negative. Q, I, and b must be positive. They share one set of force and length units.
Read the stress
τ = VQ/(I b). The sign of V is the sign of the stress.
Example calculations
Common configurations with formula and result.
Neutral axis of a 2 by 6 rectangle
V = 12, Q = 9, I = 36, b = 2, in one consistent unit system. τ then has the unit of VQ/(I b).
Reversed shear
V = −12, Q = 9, I = 36, b = 2
Transverse Shear calculator specification
Version 1.0.0 · Engine tested
- Engine tested 5/5 tests · Production surface contract 6/6
- Named expert review Not performed
- Calculation version 1.0.0
- Definition
- At one line across a section, the shear stress is τ = VQ/(I b). V is the shear force. Q is the first moment of the area beyond that line. I is the area moment of the whole section about the neutral axis. b is the width at the line.
- What it calculates
- Shear stress at one line from V, Q, I, and the width at that line.
- Inputs
- V
- Q
- I
- b
- Outputs
- tau
- V
- Q
- I
- b
- Formula
τ = VQ/(I b).- Assumptions
- Calculation runs locally in the browser; values are not uploaded.
- Keep units consistent with the labels on each field.
- Enter Q, I, and b. This page does not rebuild a rectangle from width and height.
- Units
- V, Q, I, and b set the stress unit. τ has the unit of VQ/(I b).
- Boundary conditions
- missing V, Q, I, or b → MISSING_REQUIRED_INPUT
- Q ≤ 0, I ≤ 0, or b ≤ 0 → VALUE_MUST_BE_POSITIVE
- Example
- V=12 Q=9 I=36 b=2 → τ=1.5
- Validation cases
3 published on this page · 5/5 tests · Production surface contract 6/6 · View evidence
- V=12 Q=9 I=36 b=2 → τ=1.5
- V=-12 Q=9 I=36 b=2 → τ=-1.5
- Q=0 → VALUE_MUST_BE_POSITIVE
- Sources
- Hibbeler, Mechanics of Materials — Transverse shear — shear formulaSupports: The shear stress at a line is the shear force times the first moment of the area beyond that line, divided by the area moment and the width at the line.
- Gere and Goodno, Mechanics of Materials — Transverse shear — shear formulaSupports: Supports the page formula: τ = VQ/(I b)
- Hibbeler, Mechanics of Materials — Transverse shear — shear formula
- Calculation version
- 1.0.0
Background
Interpretation and common distinctions.
Find the shear stress at one line across a section.
Supported and not supported
Supported: τ = VQ/(I b). The sign of V is the sign of τ. Aliases are shear, first_moment, statical_moment, Ix, t, and thickness.
Not supported: building Q from a rectangle's width and height. /calc/mechanical is not open.
Agent / API notes
Capability id: mechanical.statics.transverse_shear · tool id: transverse-shear · pin 1.0.0.
{ "V": 12, "Q": 9, "I": 36, "b": 2 }
Share the link with V, Q, I, and b. The result is not written into the link.
Related tools
Other calculators in this family: Bending Stress Calculator, 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 . Explore all Strength of Materials.
Frequently asked questions
Key distinctions behind the calculation.
Does this build Q from a rectangle?
No. Width and height stay on the rectangular-section page. Bring Q, I, and the width at the line.
What does the sign of V mean?
The sign of V is the sign of τ. Q, I, and b stay positive.
Is a rectangle's neutral-axis shear included?
Not on this page. A rectangle built from width and height is its own page.