Engineering formula reference

Second Moment of Area Formula Sheet

Search second moment of area formulas for common sections, with variables explained for beam bending, stiffness, deflection, and section comparison.

Section properties

Search second moment of area formula sheet

Filter the formula table by shape, variable, symbol, expression, or engineering use case.

Area Moment

Best for

Beam stiffness checks

Use I with E and span/loading formulas to compare deflection and bending stiffness.

Axis matters

Confirm the reference axis

These formulas assume the listed centroidal axis unless a row states otherwise.

Formula reference

Second moment of area formulas with variables

ShapeSecond moment of areaVariables and notes
Rectangle about centroidal x-axisIx = b h3 / 12b = width, h = height
CircleI = π r4 / 4r = radius
Hollow circleI = (π / 4)(R4 - r4)R = outer radius, r = inner radius
Triangle about centroidal x-axisIx = b h3 / 36Axis parallel to base through centroid
Thin-walled circular tubeI ≈ π r3 tApproximation for t much smaller than r
I-beam simplifiedI ≈ b h3/12 - bihi3/12Outer rectangle minus inner void approximation
Box sectionI = b h3/12 - (b - 2t)(h - 2t)3/12Strong-axis rectangular tube approximation
SquareI = a4 / 12a = side length
Regular hexagonI = (5√3 / 16) a4a = side length

How to use

Practical engineering checks

Beam deflection

δ depends on E I

E is modulus of elasticity and I is second moment of area.

Bending stress

σ = M y / I

M is bending moment and y is distance from the neutral axis.

Section modulus

S = I / c

c is distance from neutral axis to the extreme fiber.

Parallel axis theorem

I = Ic + A d2

Use this when moving an area moment from a centroidal axis.

Definitions

Symbols and variables explained

I

Second moment of area about the bending axis.

Ix

Second moment of area about the x-axis.

c

Distance from neutral axis to the outermost fiber.

E I

Flexural rigidity used in beam deflection calculations.

FAQ

Second Moment of Area Formula Sheet questions

How do I use this formula sheet?

Find the shape or identity, confirm each variable definition, keep units consistent, then substitute values into the formula.

Are these formulas exact?

The basic geometry formulas are exact for ideal shapes. Rows marked approximate depend on simplified geometry, thin-wall assumptions, or ignoring radii and fillets.

Can I use these formulas for final engineering design?

Use them as calculation references. Final design should also check loads, materials, tolerances, safety factors, and any governing standards.

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