Statics & strength · Polygon contour

Principal moments of inertia and principal axes

Define any polygon contour graphically or by coordinates and calculate the principal moments of inertia I1, I2 and the principal axis angle from Ix, Iy and Ixy.

I1 / I22D

The calculation runs locally in your browser. Coordinates are neither transmitted nor stored.

Cross-section contour

Place or drag points along the outer boundary. The y-axis points upwards; contours close automatically.

P1P2P3P4

Coordinates

Pointx (mm)y (mm)Action
P1
P2
P3
P4

Need Ix, Iy and Ixy about the standard axes instead? Go to the second-moment-of-area calculator for arbitrary cross-sections →

What does the calculator compute?

The calculator determines the principal moments of inertia I1 and I2, and the corresponding principal axis angle φ, for any polygonal cross-section contour. The centroid and Ix, Iy and Ixy are found internally with the same polygon engine used by the second-moment and centroid calculators.

From Ix, Iy, Ixy to the principal values

The principal moments of inertia follow from:

I1,2 = (Ix+Iy)/2 ± √(((Ix−Iy)/2)² + Ixy²)

The corresponding principal axis angle follows from tan(2φ) = −2Ixy/(Ix−Iy). Since this equation has two solutions 90° apart, the calculator additionally checks which of the two axes actually belongs to I1, rather than assuming a particular sign convention.

Control value I1 + I2

The sum of the principal moments of inertia is independent of the axis rotation and must always equal Ix + Iy (the polar moment of inertia about the centroid). This invariant is shown on the results panel and serves as a plausibility check.

Symmetric cross-sections

If the cross-section has an axis of symmetry that coincides with the x- or y-axis, Ixy = 0 and the xS/yS axes shown are already the principal axes. For an unsymmetric profile, the principal axes are instead rotated by the angle φ relative to xS/yS.

Example: 100 × 50 mm rectangle rotated by 25°

An axis-aligned 100 × 50 mm rectangle has Ix = 1,041,666.667 mm⁴, Iy = 4,166,666.667 mm⁴ and Ixy = 0 -- the principal axes already coincide with x/y (I1 = Iy, φ = 90°, since I1 always marks the axis with the larger value). Rotating the same contour by 25° about its centroid leaves I1 = 4,166,666.667 mm⁴ and I2 = 1,041,666.667 mm⁴ unchanged, while the principal axis angle shifts by the same amount to φ = 115° -- the principal axes are a property of the shape and rotate with it.

Scope and limitations

The calculator supports one closed, non-self-intersecting outer contour and one polygonal inner contour lying completely inside it. Disconnected regions, arcs and DXF are currently excluded.

FAQ

Common questions

What are principal moments of inertia?

I1 and I2 are the extreme values (maximum and minimum) that the second moment of area can take over all possible axis directions through the centroid. I1 is the larger value, I2 the smaller.

What are principal axes of inertia?

The two mutually perpendicular centroidal axes for which the product moment of inertia Ixy vanishes. The extreme values I1 and I2 occur about these axes.

How do you calculate the principal axis angle?

tan(2φ) = −2·Ixy/(Ix−Iy) gives two candidate angles 90° apart. Which one belongs to I1 is determined by substituting back into the moment-of-inertia rotation equation, rather than assuming a fixed sign rule.

When is Ixy = 0?

Whenever the cross-section has at least one axis of symmetry that coincides with the x- or y-axis. In that case the xS/yS axes shown are already the principal axes, and I1/I2 equal Ix and Iy.

Why are principal axes rotated for unsymmetric profiles?

Because the area distribution relative to the original x/y axes is not symmetric. Only after rotating by the principal axis angle does the product moment of inertia vanish, decoupling the bending and deflection directions.

What is the difference between Ix/Iy and I1/I2?

Ix and Iy refer to the freely chosen, usually structurally convenient x/y axes. I1 and I2 are the uniquely determined extreme values over all axis directions and therefore a pure property of the cross-section shape, independent of the original choice of axes.

References

Engineering and mathematical sources

Calculation basis: engineering mechanics and area integrals for polygonal sections; this is not a normative design rule.