Ellipse Section Properties Calculator

Enter the two semi-axes of an elliptical section and get its area, second moments, section moduli, radii of gyration and torsion constant, drawn to scale.

Section dimensions

Enter the dimensions in the selected unit — the drawing and the results update as you type. The drawing uses centroidal coordinates: the bold gridlines are the x and y axes through the centroid C.

Length unit

Section

-60-40-200204060-60-40-2002040yyxxa = 40a = 40b = 25b = 25CC
  • Section with its dimensions
  • Centroid C, centroidal axes x and y
Results
Results in
Area & centroid
Cross-sectional areaA3,141.6mm²
Centroid from the left edge40mm
Centroid from the bottom edgeȳ25mm
Second moments of area (centroidal axes)
About the x axisIx490,870mm⁴
About the y axisIy1,256,600mm⁴
Product of inertiaIxy0mm⁴
Polar moment of areaIx + IyIp1,747,500mm⁴
Principal axes
Maximum principal momentI11,256,600mm⁴
Minimum principal momentI2490,870mm⁴
Angle from x to axis 1 (CCW)axis 1 = y, axis 2 = xθp90.00°
Section moduli
Elastic section modulus about xSx19,635mm³
Elastic section modulus about ySy31,416mm³
Plastic section modulus about xZx33,333mm³
Plastic section modulus about yZy53,333mm³
Radii of gyration
About the x axisrx12.5mm
About the y axisry20mm
Distances to the extreme fibres
Centroid to top / bottom fibrecy25mm
Centroid to left / right fibrecx40mm
Torsion & shear centre
Torsion constantExact (Saint-Venant): J = π·a³·b³ / (a² + b²).J1,412,000mm⁴

Elliptical sections appear in cams, lightweight tubing, aerodynamic struts and wherever a round bar is squashed or a bore cuts a cylinder at an angle. The formulas are the circle’s with a and b in place of r: A = πab, Ix = πab³/4 (about the axis parallel to a), and the section is isotropic only when a = b.

The ellipse is also one of the few non-circular shapes with an exact, closed-form torsion constant, J = πa³b³/(a² + b²), which makes it a useful check on approximate methods: for a = b it reduces to the circle’s πr⁴/2, and for a slender ellipse it tends to the thin-strip value.

How the ellipse properties are calculated

Area
A = π·a·b
Second moments of area
Ix = π·a·b³ / 4, Iy = π·a³·b / 4
Elastic section moduli
Sx = π·a·b² / 4, Sy = π·a²·b / 4
Plastic section moduli
Zx = 4·a·b² / 3, Zy = 4·a²·b / 3
Radii of gyration
rx = b / 2, ry = a / 2
Torsion constant (exact)
J = π·a³·b³ / (a² + b²)

Principal moments and axes follow from Ix, Iy and Ixy with I1,2 = (Ix + Iy)/2 ± √[((Ix − Iy)/2)² + Ixy²] and tan 2θp = −2·Ixy/(Ix − Iy); the radii of gyration are r = √(I/A) and the elastic section moduli S = I/c for each extreme fibre. Definitions of every property are in the glossary on the section properties overview.

Assumptions. Exact for a true ellipse with semi-axes a (along x) and b (along y). Enter semi-axes, not full width and height.

Other sections

Frequently asked questions

Do I enter the full axes or the semi-axes?

The semi-axes — half the overall width (a) and half the overall height (b), the same quantities that appear in the textbook formulas. The drawing shows a and b measured from the centre so it is clear which is which.

Is the polar moment of an ellipse equal to its torsion constant?

No, except for the circle. I_p = I_x + I_y = πab(a² + b²)/4, while the exact torsion constant is J = πa³b³/(a² + b²). For a = 2b, J is about 64% of I_p: using the polar moment would over-estimate the torsional stiffness by more than half.

How does an ellipse compare with a rectangle of the same overall size?

The ellipse has π/4 ≈ 78.5% of the rectangle’s area and 3π/16 ≈ 58.9% of its second moment (πab³/4 against 2a·(2b)³/12 = 4ab³/3). Its shape factor Z/S = 16/(3π) ≈ 1.70 is higher than the rectangle’s 1.5.

References & further reading

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