Best for
Beam stiffness checks
Use I with E and span/loading formulas to compare deflection and bending stiffness.
Engineering formula reference
Search second moment of area formulas for common sections, with variables explained for beam bending, stiffness, deflection, and section comparison.
Section properties
Filter the formula table by shape, variable, symbol, expression, or engineering use case.
Best for
Use I with E and span/loading formulas to compare deflection and bending stiffness.
Axis matters
These formulas assume the listed centroidal axis unless a row states otherwise.
Formula reference
| Shape | Second moment of area | Variables and notes |
|---|---|---|
| Rectangle about centroidal x-axis | Ix = b h3 / 12 | b = width, h = height |
| Circle | I = π r4 / 4 | r = radius |
| Hollow circle | I = (π / 4)(R4 - r4) | R = outer radius, r = inner radius |
| Triangle about centroidal x-axis | Ix = b h3 / 36 | Axis parallel to base through centroid |
| Thin-walled circular tube | I ≈ π r3 t | Approximation for t much smaller than r |
| I-beam simplified | I ≈ b h3/12 - bihi3/12 | Outer rectangle minus inner void approximation |
| Box section | I = b h3/12 - (b - 2t)(h - 2t)3/12 | Strong-axis rectangular tube approximation |
| Square | I = a4 / 12 | a = side length |
| Regular hexagon | I = (5√3 / 16) a4 | a = side length |
How to use
δ depends on E I
E is modulus of elasticity and I is second moment of area.
σ = M y / I
M is bending moment and y is distance from the neutral axis.
S = I / c
c is distance from neutral axis to the extreme fiber.
I = Ic + A d2
Use this when moving an area moment from a centroidal axis.
Definitions
Second moment of area about the bending axis.
Second moment of area about the x-axis.
Distance from neutral axis to the outermost fiber.
Flexural rigidity used in beam deflection calculations.
FAQ
Find the shape or identity, confirm each variable definition, keep units consistent, then substitute values into the formula.
The basic geometry formulas are exact for ideal shapes. Rows marked approximate depend on simplified geometry, thin-wall assumptions, or ignoring radii and fillets.
Use them as calculation references. Final design should also check loads, materials, tolerances, safety factors, and any governing standards.
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