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Moment of Inertia Calculator

Calculate section properties including area, moment of inertia, section modulus, and radius of gyration for common structural shapes: rectangle, circle, I-beam, T-beam, channel, and triangle.

Structural Analysis Structural engineers, civil engineering students Commercial Intent: HIGH

Engineering Formulas

Rectangle

A = bd Ix = bd³/12 Iy = db³/12 Zx = bd²/6 Zy = db²/6
b: Width (mm)
d: Depth (mm)

Circle

A = πd²/4 Ix = Iy = πd⁴/64 Z = πd³/32
d: Diameter (mm)

I-Beam

A = 2bf·tf + tw·(d-2tf) Ix = 2[bf·tf³/12 + bf·tf·(d/2 - tf/2)²] + tw·(d-2tf)³/12
bf: Flange width (mm)
d: Depth (mm)
tw: Web thickness (mm)
tf: Flange thickness (mm)

T-Beam

A = bf·tf + tw·(d-tf) ȳ = [bf·tf·(tf/2) + tw·(d-tf)·(tf + (d-tf)/2)] / A
bf: Flange width (mm)
d: Depth (mm)
tw: Web thickness (mm)
tf: Flange thickness (mm)

Channel (C-Shape)

A = 2bf·tf + tw·(d-2tf) Ix, Iy via parallel axis theorem
bf: Flange width (mm)
d: Depth (mm)
tw: Web thickness (mm)
tf: Flange thickness (mm)

Triangle (Right Angle)

A = bh/2 Ix = bh³/36 Iy = hb³/36 ȳ = h/3, x̄ = b/3
b: Base (mm)
h: Height (mm)

Worked Example

Rectangular Section 200mm × 300mm

shape: rectangleb: 200d: 300
Area
A = 200 × 300 = 60,000 mm²
Ix
Ix = 200 × 300³ / 12 = 450,000,000 mm⁴
Iy
Iy = 300 × 200³ / 12 = 200,000,000 mm⁴
Zx
Zx = 450,000,000 / 150 = 3,000,000 mm³
Zy
Zy = 200,000,000 / 100 = 2,000,000 mm³
Result: A = 60,000 mm², Ix = 450×10⁶ mm⁴, Zx = 3,000×10³ mm³

Engineering Notes

For non-standard shapes, use the parallel axis theorem: I = I_local + A·d².
Section modulus is different for top and bottom fibers in unsymmetric sections.
Radius of gyration is used in slenderness ratio for column buckling checks.

Assumptions

• Cross-section remains plane after bending
• Material is homogeneous
• Small deformations (linear elastic)
• Shear deformations neglected

Common Mistakes

Forgetting to convert mm to m when using formula in N/mm²
Using radius instead of diameter for circle (I = πd⁴/64, not πr⁴/4)
Neglecting parallel axis theorem for built-up sections
Confusing Ix and Iy for rectangular sections

Frequently Asked Questions

What is moment of inertia?

The moment of inertia (I) is a geometric property of a cross-section that measures its resistance to bending. It depends on the shape and distribution of area about an axis.

What is the difference between Ix and Iy?

Ix is the moment of inertia about the horizontal (x-x) axis, resisting bending about that axis. Iy is about the vertical (y-y) axis. For symmetric sections they may differ significantly.

What is section modulus?

Section modulus (Z = I/y_max) relates bending moment to maximum stress: σ = M/Z. Larger Z means a stronger section for the same material.

Why does centroid location matter?

The centroid is the geometric center. For unsymmetric sections like T-beams, the neutral axis is at the centroid, and the moment of inertia must be computed using the parallel axis theorem.

References & Standards

Euler-Bernoulli Beam TheoryAISC Steel ManualBS 5950
Timoshenko & Gere
Mechanics of Materials — section properties and beam theory
AISC Steel Manual
Section property tables for standard steel shapes
BS 5950-1
Structural Use of Steelwork in Building — section property requirements
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