Polar Moment of Inertia Calculator
Calculate the second polar moment of area for a solid or hollow circular cross-section, with live radius/diameter conversion and a validated Excel export.
Cross-section inputs
Live result
How to use this polar moment of inertia calculator
What this calculator does
This calculator finds the second polar moment of area, usually written J, for solid and hollow circular cross-sections. It is a geometric property with units of length to the fourth power, such as mm⁴ or in⁴. For circular shafts, J appears directly in the standard torsion relationships for shear stress and angle of twist. It does not determine whether a shaft is safe by itself: torque, material strength, shear modulus, stress concentrations, fatigue, supports, and design factors may also matter. The underlying circular-shaft torsion model is explained in the University of Illinois torsion reference.
When to use it
Use the calculator when checking a round drive shaft or axle, comparing a solid bar with a tube, verifying a hand calculation from radius or diameter, or preparing J for a later torsional stress or twist calculation. It is especially useful during early sizing because radius enters to the fourth power, so small dimensional changes can strongly affect J.
How to calculate
- The calculator opens with a complete demonstration: a solid circular section with Radius (R) = 25 mm, Diameter (D) = 50 mm, and Polar moment of inertia (J) = 613,592.32 mm⁴. The matching Excel workbook is available immediately.
- Choose Select shape. For a solid circle, enter either Radius (R), Diameter (D), or Polar moment of inertia (J); the linked quantities update live. For a hollow circle, enter the outer and inner geometry using either radius or diameter fields.
- Use Length unit to switch among mm, cm, m, and in. The current physical dimensions are converted; the fourth-power J unit changes consistently.
- Read the main Polar moment of inertia (J) result, the linked dimension cards, and the formula line. Choose Download Excel to export the current validated model.
- Reset clears the demonstration and geometry values rather than restoring them. In the cleared state, Download Excel is disabled until you enter a complete valid state again.
Input guide
Select shape is required and accepts either Solid circle or Hollow circle. The solid option uses one radius or diameter; the hollow option uses an outer and inner boundary. Length unit is required and accepts mm, cm, m, or in; it converts every current length value and J consistently. Radius (R) and Diameter (D) are positive finite numbers for a solid circle; for example, 25 mm and 50 mm describe the same section. Editing one updates the other, so avoid entering conflicting copied values in rapid succession. Outer radius (Rₒ) and Outer diameter (D) are the outside size of a hollow section and must be positive. Inner radius (Rᵢ) and Inner diameter (d) are the hole size, may be zero as a boundary case, and must remain smaller than the corresponding outer dimension. A realistic tube example is outer diameter 50 mm and inner diameter 30 mm. Polar moment of inertia (J) accepts a positive finite fourth-power value for a solid circle; editing it back-solves the equivalent radius and diameter. In hollow mode J is calculated from the entered inner and outer dimensions so the geometry is not underdetermined. Plain decimal notation and standard thousands grouping are accepted; scientific notation and decimal-comma forms are rejected to prevent ambiguous interpretation.
Output guide
The primary Polar moment of inertia (J) output is an exact geometric identity for the ideal circular section, displayed with practical decimal rounding. A larger J means the area lies farther from the axis and, for the same circular-shaft torsion assumptions, corresponds to lower shear stress and less twist. The Radius (R)/Diameter (D) cards show the linked solid dimensions; in hollow mode they become Outer radius / Inner radius. The Formula output states the identity currently used. The summary pills repeat Shape, Unit, and J from the same canonical model, so they are a compact status view rather than separate calculations.
Worked example
For the startup example, diameter D = 50 mm, so radius R = 25 mm. The solid-circle formula is J = πD⁴/32. Substituting 50 mm gives π × 50⁴ / 32 = 613,592.315... mm⁴, displayed as 613,592.32 mm⁴. For comparison, keeping the same 50 mm outer diameter but introducing a 30 mm inner diameter gives J = π(50⁴ – 30⁴)/32 = 534,070.75 mm⁴, demonstrating why material near the axis contributes less to torsional resistance than material near the outside. MIT OpenCourseWare derives the same solid and hollow circular-shaft relationships in its circular-shaft torsion notes.
Learn more
The geometric definition is J = ∫r²dA, and for a circular cross-section the perpendicular-axis relationship gives J = Iₓ + Iᵧ. The University of Alberta engineering text on polar moment of inertia explains that area-based definition. For practical torsion interpretation, Princeton's torsional loading notes for circular shafts show how J connects torque to outer-fibre shear stress and twist. These circular formulas should not be substituted blindly for noncircular torsion constants because noncircular sections can warp.
Formula and interpretation
For a solid circular section, J = πR⁴/2 = πD⁴/32. For a hollow circular section, J = π(Rₒ⁴ – Rᵢ⁴)/2 = π(D⁴ – d⁴)/32. Because the characteristic dimension is raised to the fourth power, doubling every radius multiplies J by sixteen. That fourth-power sensitivity is why accurate dimensions and consistent units matter.
Common mistakes
- Using a mass moment of inertia in place of the area-based polar moment. This calculator uses length⁴ units, not mass·length².
- Using the solid formula for a tube. A hollow section must subtract the inner fourth-power term.
- Entering an inner radius or diameter that equals or exceeds the outer value. That geometry has zero or negative wall area and is rejected.
- Using J for a circular shaft as though it were the Saint-Venant torsion constant for every noncircular section. The equivalence is special to circular sections.