Circle Section Properties Calculator

Enter the diameter of a solid round bar or shaft and get its area, second moment of area, polar moment, section moduli and radius of gyration, 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

-40-30-20-10010203040-30-20-100102030yyxxd = 50d = 50CC
  • Section with its dimensions
  • Centroid C, centroidal axes x and y
Results
Results in
Area & centroid
Cross-sectional areaA1,963.5mm²
Centroid from the left edge25mm
Centroid from the bottom edgeȳ25mm
Second moments of area (centroidal axes)
About the x axisIx306,800mm⁴
About the y axisIy306,800mm⁴
Product of inertiaIxy0mm⁴
Polar moment of areaIx + IyIp613,590mm⁴
Principal axes
Maximum principal momentI1306,800mm⁴
Minimum principal momentI2306,800mm⁴
Angle from x to axis 1 (CCW)axis 1 = x, axis 2 = yθp0.00°
Section moduli
Elastic section modulus about xSx12,272mm³
Elastic section modulus about ySy12,272mm³
Plastic section modulus about xZx20,833mm³
Plastic section modulus about yZy20,833mm³
Radii of gyration
About the x axisrx12.5mm
About the y axisry12.5mm
Distances to the extreme fibres
Centroid to top / bottom fibrecy25mm
Centroid to left / right fibrecx25mm
Torsion & shear centre
Torsion constantExact: for a solid circle J equals the polar moment Ip.J613,590mm⁴

The solid circle is the section of shafts, pins, round bars and rivets. It is the one shape where every axis through the centre is a principal axis (Ix = Iy, Ixy = 0 whatever the orientation) and where the polar moment of area Ip = πd⁴/32 is also the exact torsion constant J — so the same number serves for the torsional shear stress τ = T·r/J and the angle of twist θ = T·L/(G·J).

For bending, the relevant figure is the elastic section modulus S = πd³/32: the bending stress at the surface is σ = M/S. Because S grows with the cube of the diameter, a 10% larger shaft is about 33% stronger in bending and 46% stiffer.

How the circle properties are calculated

Area
A = π·d² / 4
Second moment of area
Ix = Iy = π·d⁴ / 64
Polar moment = torsion constant
Ip = J = π·d⁴ / 32
Elastic section modulus
S = π·d³ / 32
Plastic section modulus
Z = d³ / 6
Radius of gyration
r = d / 4

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. All formulas are exact for a perfect circle. The results are purely geometric — they do not depend on the material.

Other sections

Frequently asked questions

Why is the polar moment of a circle twice its moment of inertia?

The polar moment about the centre is I_p = ∫ r² dA = ∫ (x² + y²) dA = I_x + I_y. For a circle I_x and I_y are identical by symmetry, so I_p = 2·I = πd⁴/32. This is the only common solid section where I_p is also the true torsion constant J.

How do I get the torsional stress of a shaft from these numbers?

The maximum shear stress from a torque T is τ = T·(d/2)/J, and the polar section modulus is J/(d/2) = πd³/16 — exactly twice the bending section modulus S. The angle of twist over a length L is θ = T·L/(G·J), with G the shear modulus of the material.

Does a keyway change the section properties?

Slightly for I and S (a standard keyway removes only a few percent of the area), but significantly for stress, because the keyway corners act as stress raisers. This calculator gives the plain circular section; apply a stress-concentration factor separately for the keyway.

References & further reading

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