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HE 900 A vs H-900x300x16x28-243

HE 900 A is an HE section from the European (Continental) range; H-900x300x16x28-243 is the closest equivalent in the European (Continental) range. HE 900 A carries more bending: 10800 cm³ of plastic modulus against 10450 cm³, 3.3% more. H-900x300x16x28-243 is the lighter of the two at 243 kg/m against 252 kg/m, a saving of 3.7% on steel weight. Both are about 895 mm deep, so either fits the same construction zone.

Section properties side by side. Bold marks the more favourable value where one is.
PropertyHE 900 A
HE
H-900x300x16x28-243
MB & MC
Difference
Mass252 kg/m243 kg/m+3.7%
Depth890 mm900 mm-1.1%
Width300 mm300 mmsame
Web thickness16 mm16 mmsame
Flange thickness30 mm28 mm+7.1%
Area320 cm²310 cm²+3.2%
Second moment, major (Iy)422,000 cm⁴411,300 cm⁴+2.6%
Plastic modulus, major (Wpl,y)10,800 cm³10,450 cm³+3.3%
Elastic modulus, major (Wel,y)9,480 cm³9,139 cm³+3.7%
Second moment, minor (Iz)13,600 cm⁴12,650 cm⁴+7.5%
Plastic modulus, minor (Wpl,z)1,410 cm³1,324 cm³+6.5%
Radius of gyration, minor (iz)6.5 cm6.39 cm+1.7%
Torsion constant (It)749 cm⁴633 cm⁴+18.3%

HE 900 A to EN 10365 · Continental Steel; H-900x300x16x28-243 to Continental Steel. Difference is expressed relative to H-900x300x16x28-243.

How to choose between them

On stiffness, HE 900 A has the larger second moment of area: 422,000 cm⁴ against 411,300 cm⁴, a difference of 2.6%. 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 (42.9 against 43.0 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, HE 900 A is the stronger section and H-900x300x16x28-243 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

HE 900 A is the stronger of the two in bending, with a plastic modulus of 10800 cm³ against 10450 cm³ - 3.3% more. At the same steel grade that translates directly into moment capacity, since M_pl,Rd = W_pl x f_y / gamma_M0.

H-900x300x16x28-243 at 243 kg/m, against 252 kg/m for the other - a saving of 3.7%. 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-900x300x16x28-243 gives 10450 cm³ of plastic modulus and 411,300 cm⁴ of inertia against 10800 cm³ and 422,000 cm⁴. Re-check deflection and the connection details before swapping, since the flange and web thicknesses differ.

HE 900 A, with a second moment of area of 422,000 cm⁴ against 411,300 cm⁴ (2.6% 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

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