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HE 260 A vs H-250x250x9x14-71.8

HE 260 A is an HE section from the European (Continental) range; H-250x250x9x14-71.8 is the closest equivalent in the European (Continental) range. H-250x250x9x14-71.8 carries more bending: 953 cm³ of plastic modulus against 920 cm³, 3.5% more. HE 260 A is the lighter of the two at 68.2 kg/m against 71.8 kg/m, a saving of 5.0% on steel weight. Both are about 250 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 A
HE
H-250x250x9x14-71.8
MB & MC
Difference
Mass68.2 kg/m71.8 kg/m-5.0%
Depth250 mm250 mmsame
Width260 mm250 mm+4.0%
Web thickness7.5 mm9 mm-16.7%
Flange thickness12.5 mm14 mm-10.7%
Area86.8 cm²91.4 cm²-5.0%
Second moment, major (Iy)10,400 cm⁴10,750 cm⁴-3.3%
Plastic modulus, major (Wpl,y)920 cm³953 cm³-3.5%
Elastic modulus, major (Wel,y)836 cm³860 cm³-2.8%
Second moment, minor (Iz)3,670 cm⁴3,648 cm⁴+0.6%
Plastic modulus, minor (Wpl,z)430 cm³443 cm³-2.9%
Radius of gyration, minor (iz)6.5 cm6.32 cm+2.8%
Torsion constant (It)54.2 cm⁴55.8 cm⁴-2.9%

HE 260 A to EN 10365 · Continental Steel; H-250x250x9x14-71.8 to Continental Steel. Difference is expressed relative to H-250x250x9x14-71.8.

How to choose between them

On stiffness, H-250x250x9x14-71.8 has the larger second moment of area: 10,750 cm⁴ against 10,400 cm⁴, a difference of 3.3%. 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 (13.5 against 13.3 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-250x250x9x14-71.8 is the stronger section and HE 260 A 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-250x250x9x14-71.8 is the stronger of the two in bending, with a plastic modulus of 953 cm³ against 920 cm³ - 3.5% 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 A at 68.2 kg/m, against 71.8 kg/m for the other - a saving of 5.0%. 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-250x250x9x14-71.8 gives 953 cm³ of plastic modulus and 10,750 cm⁴ of inertia against 920 cm³ and 10,400 cm⁴. Re-check deflection and the connection details before swapping, since the flange and web thicknesses differ.

H-250x250x9x14-71.8, with a second moment of area of 10,750 cm⁴ against 10,400 cm⁴ (3.3% 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

W 10X45 vs HE 260 A
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