Principal Moment Calculator
Product of inertia and principal moments of a composite plane area. Ix and Iy reuse the area-moment engine. Runs locally. Not a section modulus and 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
- Product of inertia and principal moments of a composite plane area about its centroid.
- 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- Embedded snapshot: unpublished · Build schema 1.0.0 ready · Semantic contract ✓ · Attestation report not published on origin · Live production status STALE (3 capabilities; 189 remain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 each part as Ix, Iy, Ixy, A, x, y
The three moments are about that part's own centroid. Axes stay parallel to x and y.
Use a negative area for a hole
Enter the hole's centroidal moments together with its negative area.
Read I1, I2, and θ
I1 is the larger principal moment. θ is its axis, counterclockwise from +x.
Example calculations
Common configurations with formula and result.
Axes already principal
Ix = 4, Iy = 1, Ixy = 0
Two unit areas on a diagonal
Zero centroidal moments at (0, 0) and (2, 2)
Principal 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 Ixy about the composite centroid, then the principal moments of the 2-D inertia tensor. θ is the axis of I1, counterclockwise from +x.
- What it calculates
- Product of inertia and principal moments of a composite plane area about its centroid.
- Inputs
- parts
- Outputs
- Ixy
- I1
- I2
- theta_deg
- Ix
- Iy
- x_bar
- y_bar
- area
- Formula
Ixy = Σ(Īxy + A dx dy); principal λ from the inertia tensor- Assumptions
- Calculation runs locally in the browser; values are not uploaded.
- Keep units consistent with the labels on each field.
- Ix and Iy are the area-moment result. θ lies in (−90°, 90°]. Equal principal moments report θ = 0.
- 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,Ixy,A,x,y → INVALID_INPUT
- total area zero → INVALID_INPUT
- Example
- 0,0,0,1,0,0; 0,0,0,1,2,2 → I1 = 4, θ = −45°
- Validation cases
3 published on this page · 6/6 tests · Production surface contract 6/6 · View evidence
- parts=4,1,0,2,0,0 → I1=4, I2=1, theta_deg=0
- parts=0,0,0,1,0,0; 0,0,0,1,2,2 → I1=4, I2=0, theta_deg=-45
- parts=0,0,0,1,0,0; 0,0,0,-1,1,0 → INVALID_INPUT
- Sources
- Hibbeler, Engineering Mechanics: Statics — Product of inertia and principal momentsSupports: Ixy = Īxy + A x' y' and the principal values of the plane inertia tensor
- Hibbeler, Engineering Mechanics: Statics — Product of inertia and principal moments
- Calculation version
- 1.0.0
Background
Interpretation and common distinctions.
Find the product of inertia and the principal moments of a composite plane area.
Supported and not supported
Supported: centroidal Ix, Iy, and Ixy for each part, shifted to the composite centroid, then I1, I2, and the I1 axis.
Not supported: a Mohr-circle drawing and beam deflection. Moments about a given angle, elastic Sx and Sy, and principal-axis S1 and S2, are separate pages. /calc/mechanical is not open.
Related tools
Other calculators in this family: Inclined-axis moments, Principal section modulus, Area moment, Plane centroid .
Frequently asked questions
Key distinctions behind the calculation.
Which axis is θ?
θ is the axis of the larger principal moment I1, measured counterclockwise from +x. It is folded into (−90°, 90°]. When I1 and I2 are equal, θ is 0.
Does this draw a Mohr circle?
No. It returns Ixy, I1, I2, and θ. Moments about a given angle are on the inclined-axis page. Elastic Sx and Sy, and the principal-axis moduli S1 and S2, are separate pages. A Mohr-circle figure and beam deflection stay out of scope.