Area moment of inertia calculator

This area moment of inertia calculator covers the common cross-sections: enter the dimensions and get Iy, Iz, the section moduli and the area, optionally with the parallel axis term for a shifted axis.

Example: Cross-section: Rectangle · Unit of the dimensions: mm · Width b 60 · Height h 120 → Result: I_y = 8,640,000 mm⁴ · W_y = 144,000 mm³ · A = 7,200 mm². Source: Wikipedia – Flächenträgheitsmoment (formulas for rectangle, circle, tube, triangle, I-section). Updated: .

0 for the centroidal axis, otherwise the distance a to the parallel axis for the parallel axis theorem
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Result

Result
I_y = 8,640,000 mm⁴ · W_y = 144,000 mm³ · A = 7,200 mm²
Section properties
MeasureValueFormula
Cross-sectional area A7,200 mm²A
Second moment of area Iy (about the horizontal axis)8,640,000 mm⁴I_y = b·h³/12
Second moment of area Iz (about the vertical axis)2,160,000 mm⁴I_z = h·b³/12
Section modulus Wy144,000 mm³W_y = I_y / e
Section modulus Wz72,000 mm³W_z = I_z / e
Radius of gyration i34.641 mmi = √(I/A)
Iy applies to bending about the horizontal centroidal axis, where the height h counts. For sections with fillets (such as standard rolled profiles) catalogue values are slightly higher.

How it is calculated

The area moment of inertia of a rectangle is Iy = b·h³ / 12. A 60 × 120 mm beam has Iy = 8,640,000 mm⁴ (864 cm⁴) and a section modulus Wy = 144,000 mm³.

What it is used for

The area moment of inertia (second moment of area) measures how stiff a cross-section is against bending. With the modulus of elasticity it gives the deflection, and with the section modulus W = I / e the bending stress σ = M / W. Depth enters to the third power: a beam twice as deep is eight times as stiff.

Formulas for the sections

If the reference axis lies parallel to the centroidal axis at distance a, the parallel axis theorem applies: I′ = I + A·a².

Frequently asked questions

How do you calculate the area moment of inertia of a rectangle?

With Iy = b·h³/12 for bending about the horizontal axis, where h is the depth in the load direction. About the vertical axis, Iz = h·b³/12.

What is the difference from the mass moment of inertia?

The area moment of inertia (unit mm⁴, m⁴) describes the bending stiffness of a section. The mass moment of inertia (kg·m²) describes resistance to angular acceleration.

How does the depth affect it?

To the third power: doubling the depth makes the second moment of area eight times larger and the section modulus four times larger.

Sources and legal basis

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