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The (area) moment of inertia — sometimes called the second moment of area — measures how a cross-section's area is distributed relative to a reference axis, specifically the centroidal axis here. It's one of the most important quantities in structural and mechanical engineering: a beam's resistance to bending stress and its deflection under load both depend directly on this value, which is exactly why steel I-beams are shaped the way they are (pushing material away from the centroidal axis dramatically increases I without adding much weight).
How it works
Choose a shape and enter its dimensions. For a rectangle with base b and height h, I=bh³/12 about the axis through its centroid parallel to the base. For a circle of radius r, I=πr⁴/4. For a triangle with base b and height h, I=bh³/36 about the horizontal axis through its centroid. Each formula comes from integrating y² over the shape's area, where y is distance from the centroidal axis — shapes with more area concentrated far from that axis end up with a larger I.
- Enter shape.
- Enter base (rectangle / triangle).
- Enter height (rectangle / triangle).
- Enter radius (circle).
- Click Calculate to see your results.
Examples
Rectangle, b=4, h=6
I = 4(6³)/12 = 4(216)/12 = 72.
Circle, r=3
I = π(3⁴)/4 = π(81)/4 ≈ 63.62.
Triangle, b=6, h=9
I = 6(9³)/36 = 6(729)/36 = 121.5.
Common mistakes to avoid
- Using the wrong axis reference — these formulas are specifically for the centroidal axis, not the base or any other edge (the parallel axis theorem is needed to shift to a different axis).
- Mixing up the area moment of inertia (used for bending stress) with the mass moment of inertia (used for rotational dynamics) — they measure different physical quantities.
- Applying the rectangle formula's "12" or the triangle formula's "36" to the wrong shape.