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HE 260 B vs H-250x250x12x19

HE 260 B is an HE section from the European (Continental) range; H-250x250x12x19 is the closest equivalent in the European (Continental) range. H-250x250x12x19 carries more bending: 1330 cm³ of plastic modulus against 1280 cm³, 3.8% more. HE 260 B is the lighter of the two at 93 kg/m against 98.1 kg/m, a saving of 5.2% on steel weight. Both are about 260 mm deep, so either fits the same construction zone.

Section properties side by side. Bold marks the more favourable value where one is.
PropertyHE 260 B
HE
H-250x250x12x19
MB & MC
Difference
Mass93 kg/m98.1 kg/m-5.2%
Depth260 mm260 mmsame
Width260 mm253 mm+2.8%
Web thickness10 mm12 mm-16.7%
Flange thickness17.5 mm19 mm-7.9%
Area118 cm²125 cm²-5.6%
Second moment, major (Iy)14,900 cm⁴15,340 cm⁴-2.9%
Plastic modulus, major (Wpl,y)1,280 cm³1,330 cm³-3.8%
Elastic modulus, major (Wel,y)1,150 cm³1,180 cm³-2.5%
Second moment, minor (Iz)5,140 cm⁴5,134 cm⁴+0.1%
Plastic modulus, minor (Wpl,z)602 cm³618 cm³-2.6%
Radius of gyration, minor (iz)6.58 cm6.41 cm+2.7%
Torsion constant (It)127 cm⁴141 cm⁴-9.9%

HE 260 B to EN 10365 · Continental Steel; H-250x250x12x19 to Continental Steel. Difference is expressed relative to H-250x250x12x19.

How to choose between them

On stiffness, H-250x250x12x19 has the larger second moment of area: 15,340 cm⁴ against 14,900 cm⁴, a difference of 2.9%. 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 (13.8 against 13.6 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, H-250x250x12x19 is the stronger section and HE 260 B is the lighter one; where those are the same section, it is the clear choice, and where they are not, decide on whether your design is governed by capacity or by tonnage.

Common questions

H-250x250x12x19 is the stronger of the two in bending, with a plastic modulus of 1330 cm³ against 1280 cm³ - 3.8% more. At the same steel grade that translates directly into moment capacity, since M_pl,Rd = W_pl x f_y / gamma_M0.

HE 260 B at 93 kg/m, against 98.1 kg/m for the other - a saving of 5.2%. Over a repeated floor beam that is a real cost difference, but check it against the deflection case before taking it.

Structurally it is the closest equivalent we hold: H-250x250x12x19 gives 1330 cm³ of plastic modulus and 15,340 cm⁴ of inertia against 1280 cm³ and 14,900 cm⁴. Re-check deflection and the connection details before swapping, since the flange and web thicknesses differ.

H-250x250x12x19, with a second moment of area of 15,340 cm⁴ against 14,900 cm⁴ (2.9% 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.

Related comparisons

UC 254×254×89 vs HE 260 BW 10X68 vs H-250x250x12x19W 10X60 vs HE 260 B
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