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Section modulus calculator

Find elastic and plastic section moduli, area, centroid and second moments for nine common solid and hollow cross-sections.

Calculator

Cross-sectional area
0.02
Elastic section modulus Sx
0.000667
Elastic section modulus Sy
0.000333
Plastic section modulus Zx
0.001
Plastic section modulus Zy
0.0005
Centroid x from left
0.05
Centroid y from bottom
0.1
Second moment Ix (m4)
0.00006667
Second moment Iy (m4)
0.00001667
Second moments in practical units
Propertym4mm4
Ix0.0000666766,666,666.66666669
Iy0.0000166716,666,666.66666667

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How this calculator works

The calculator divides sharp-cornered sections into non-overlapping rectangles, finds the area centroid, then applies the parallel-axis theorem. Elastic modulus uses the farther extreme fibre on each axis, so it is the smaller governing modulus for an asymmetric section. Plastic modulus integrates distance from an equal-area plastic neutral axis, assuming the same yield stress in tension and compression. I, T and channel flanges use thickness t; their web uses tw. The angle has its horizontal leg at the top. Fillets and corner radii are excluded.

Formula

I = sum(I_component + A_component d^2); S = I/c_max; Z = integral |distance from plastic neutral axis| dA.

Worked example

A solid rectangle 100 mm wide and 200 mm deep has Ix = 6.66667 x 10^-5 m4, Sx = 0.000666667 m3 and Zx = 0.001 m3. Its centroid is 50 mm from the left and 100 mm from the bottom.

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Frequently asked questions

Are S and Z interchangeable?

No. S is the elastic section modulus. Z describes a fully plastic idealization and is usually larger.

Are x and y principal axes?

They are centroidal axes parallel to the overall sides. For an angle they need not be principal axes.

Does plastic modulus establish beam capacity?

No. Local and lateral buckling, material behaviour, restraint and design rules can limit the usable moment.

Sources

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