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HE 900 B vs H-900x300x18x34-286

HE 900 B is an HE section from the European (Continental) range; H-900x300x18x34-286 is the closest equivalent in the European (Continental) range. They are close to interchangeable in bending: 12600 cm³ against 12500 cm³ of plastic modulus, a difference of 0.8%. They weigh essentially the same, 291 kg/m and 286 kg/m. Both are about 906 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 B
HE
H-900x300x18x34-286
MB & MC
Difference
Mass291 kg/m286 kg/m+1.7%
Depth900 mm912 mm-1.3%
Width300 mm302 mm-0.7%
Web thickness18.5 mm18 mm+2.8%
Flange thickness35 mm34 mm+2.9%
Area371 cm²364 cm²+1.9%
Second moment, major (Iy)494,000 cm⁴497,800 cm⁴-0.8%
Plastic modulus, major (Wpl,y)12,600 cm³12,500 cm³+0.8%
Elastic modulus, major (Wel,y)11,000 cm³10,920 cm³+0.7%
Second moment, minor (Iz)15,800 cm⁴15,670 cm⁴+0.8%
Plastic modulus, minor (Wpl,z)1,660 cm³1,629 cm³+1.9%
Radius of gyration, minor (iz)6.53 cm6.56 cm-0.5%
Torsion constant (It)1,150 cm⁴1,050 cm⁴+9.5%

HE 900 B to EN 10365 · Continental Steel; H-900x300x18x34-286 to Continental Steel. Difference is expressed relative to H-900x300x18x34-286.

How to choose between them

On stiffness, H-900x300x18x34-286 has the larger second moment of area: 497,800 cm⁴ against 494,000 cm⁴, a difference of 0.8%. 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 (43.3 against 43.7 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 900 B has a plastic modulus of 12600 cm³ and H-900x300x18x34-286 has 12500 cm³, a difference of only 0.8% - within the margin that section choice normally turns on. Compare stiffness and availability instead.

Neither meaningfully: HE 900 B is 291 kg/m and H-900x300x18x34-286 is 286 kg/m. On a tonnage basis they cost the same.

Structurally it is the closest equivalent we hold: H-900x300x18x34-286 gives 12500 cm³ of plastic modulus and 497,800 cm⁴ of inertia against 12600 cm³ and 494,000 cm⁴. Re-check deflection and the connection details before swapping, since the flange and web thicknesses differ.

H-900x300x18x34-286, with a second moment of area of 497,800 cm⁴ against 494,000 cm⁴ (0.8% 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

UB 914×305×289 vs HE 900 BUB 914×305×289 vs H-900x300x18x34-286W 36X194 vs HE 900 BW 36X194 vs H-900x300x18x34-286W 33X201 vs HE 900 BW 33X201 vs H-900x300x18x34-286
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