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HE 240 B vs H-250x250x14x14

HE 240 B is an HE section from the European (Continental) range; H-250x250x14x14 is the closest equivalent in the European (Continental) range. They are close to interchangeable in bending: 1050 cm³ against 1031 cm³ of plastic modulus, a difference of 1.8%. They weigh essentially the same, 83.2 kg/m and 81.6 kg/m. H-250x250x14x14 is deeper, 250 mm against 240 mm, which matters where the floor zone is tight.

Section properties side by side. Bold marks the more favourable value where one is.
PropertyHE 240 B
HE
H-250x250x14x14
MB & MC
Difference
Mass83.2 kg/m81.6 kg/m+2.0%
Depth240 mm250 mm-4.0%
Width240 mm255 mm-5.9%
Web thickness10 mm14 mm-28.6%
Flange thickness17 mm14 mm+21.4%
Area106 cm²104 cm²+1.9%
Second moment, major (Iy)11,300 cm⁴11,400 cm⁴-0.9%
Plastic modulus, major (Wpl,y)1,050 cm³1,031 cm³+1.8%
Elastic modulus, major (Wel,y)938 cm³912 cm³+2.9%
Second moment, minor (Iz)3,920 cm⁴3,876 cm⁴+1.1%
Plastic modulus, minor (Wpl,z)498 cm³467 cm³+6.6%
Radius of gyration, minor (iz)6.08 cm6.11 cm-0.5%
Torsion constant (It)104 cm⁴75.4 cm⁴+37.9%

HE 240 B to EN 10365 · Continental Steel; H-250x250x14x14 to Continental Steel. Difference is expressed relative to H-250x250x14x14.

How to choose between them

On stiffness, H-250x250x14x14 has the larger second moment of area: 11,400 cm⁴ against 11,300 cm⁴, a difference of 0.9%. This matters more often than the strength comparison, because on normal floor spans deflection rather than bending capacity sets the beam size - so if the two are close on modulus but apart on inertia, the stiffer one is usually the better answer even when it is not the stronger one.

Measured as bending capacity per kilogram, the two are equally efficient (12.6 against 12.6 cm³ per kg/m), so on a pure steel-tonnage basis there is nothing to choose between them. The decision comes down to availability, connection detailing and what the rest of the frame uses.

In short, these two are genuine equivalents. Pick whichever your supplier stocks and the rest of the frame already uses.

Common questions

They are effectively equal in bending. HE 240 B has a plastic modulus of 1050 cm³ and H-250x250x14x14 has 1031 cm³, a difference of only 1.8% - within the margin that section choice normally turns on. Compare stiffness and availability instead.

Neither meaningfully: HE 240 B is 83.2 kg/m and H-250x250x14x14 is 81.6 kg/m. On a tonnage basis they cost the same.

Structurally it is the closest equivalent we hold: H-250x250x14x14 gives 1031 cm³ of plastic modulus and 11,400 cm⁴ of inertia against 1050 cm³ and 11,300 cm⁴. Re-check deflection and the connection details before swapping, since the flange and web thicknesses differ.

H-250x250x14x14, with a second moment of area of 11,400 cm⁴ against 11,300 cm⁴ (0.9% more). Deflection under a uniform load goes as 5wL⁴/384EI, so it is inversely proportional to I - on a span where the deflection limit governs rather than strength, this is the number that decides the section.

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