Moment of Inertia Calculator

Calculate the second moment of area (area moment of inertia) for common cross-section shapes with step-by-step solutions.

Select Shape & Enter Dimensions

Result

Moment of Inertia (I)
6666.67
cm4
Shape Rectangle
About Axis Centroidal x-axis

Step-by-Step Solution

I = bh³/12

What Is Moment of Inertia?

The moment of inertia (also called the second moment of area) is a geometric property of a cross-section that describes how the area is distributed relative to an axis. It is a critical parameter in structural engineering, used to calculate bending stress, deflection, and buckling resistance of beams and columns.

A larger moment of inertia indicates that more material is distributed farther from the neutral axis, resulting in greater resistance to bending. This is why I-beams and hollow sections are more efficient than solid rectangular beams of the same cross-sectional area.

Moment of Inertia Formulas

Rectangle

About the centroidal x-axis (horizontal through center). Base width b and height h.

Ix = bh³ / 12

Solid Circle

About any centroidal diameter. Due to symmetry, Ix = Iy.

I = πr&sup4; / 4

Triangle

About the centroidal axis parallel to the base, located at h/3 from the base.

I = bh³ / 36

Hollow Cylinder (Annular)

About the centroidal axis. Outer radius R, inner radius r.

I = π(R&sup4; - r&sup4;) / 4

Practical Applications

  • Beam Design: The bending stress formula (σ = My/I) relies on the moment of inertia to determine stresses in beams under load.
  • Deflection Calculations: Beam deflection is inversely proportional to the moment of inertia (EI is the bending stiffness).
  • Column Buckling: Euler's buckling load (Pcr = π²EI/L²) depends directly on the moment of inertia.
  • Machine Design: Shafts and axles are designed using moment of inertia to resist torsional and bending loads.

Parallel Axis Theorem

When you need the moment of inertia about an axis that does not pass through the centroid, use the parallel axis theorem:

I = Ic + A × d²

Where Ic is the centroidal moment of inertia, A is the cross-sectional area, and d is the perpendicular distance between the centroidal axis and the new axis. This theorem is essential when calculating moments of inertia for composite shapes made up of simpler geometric components.

Units

Moment of inertia has units of length to the fourth power (e.g., mm4, cm4, m4, in4). When converting between units, remember that the exponent applies to each dimension: 1 cm4 = 10,000 mm4 (since 1 cm = 10 mm, and 104 = 10,000).

Tips for Accurate Calculations

  • Always identify the correct axis about which you are calculating the moment of inertia.
  • Use consistent units for all dimensions before calculating.
  • For composite shapes, break them into simpler parts, find each part's centroidal I, then use the parallel axis theorem to shift to a common axis.
  • Remember that subtracting inner shapes (like holes) means subtracting their moment of inertia from the outer shape.