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HE 320 B vs H-350x350x10x16-115

HE 320 B is an HE section from the European (Continental) range; H-350x350x10x16-115 is the closest equivalent in the European (Continental) range. They are close to interchangeable in bending: 2150 cm³ against 2153 cm³ of plastic modulus, a difference of 0.1%. H-350x350x10x16-115 is the lighter of the two at 115 kg/m against 127 kg/m, a saving of 10.4% on steel weight. H-350x350x10x16-115 is deeper, 344 mm against 320 mm, which matters where the floor zone is tight.

Section properties side by side. Bold marks the more favourable value where one is.
PropertyHE 320 B
HE
H-350x350x10x16-115
MB & MC
Difference
Mass127 kg/m115 kg/m+10.4%
Depth320 mm344 mm-7.0%
Width300 mm354 mm-15.3%
Web thickness11.5 mm10 mm+15.0%
Flange thickness20.5 mm16 mm+28.1%
Area161 cm²148 cm²+8.8%
Second moment, major (Iy)30,800 cm⁴33,810 cm⁴-8.9%
Plastic modulus, major (Wpl,y)2,150 cm³2,153 cm³-0.1%
Elastic modulus, major (Wel,y)1,930 cm³1,966 cm³-1.8%
Second moment, minor (Iz)9,240 cm⁴11,840 cm⁴-22.0%
Plastic modulus, minor (Wpl,z)939 cm³1,014 cm³-7.4%
Radius of gyration, minor (iz)7.57 cm8.95 cm-15.4%
Torsion constant (It)230 cm⁴123 cm⁴+87.0%

HE 320 B to EN 10365 · Continental Steel; H-350x350x10x16-115 to Continental Steel. Difference is expressed relative to H-350x350x10x16-115.

How to choose between them

On stiffness, H-350x350x10x16-115 has the larger second moment of area: 33,810 cm⁴ against 30,800 cm⁴, a difference of 8.9%. 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 of steel, H-350x350x10x16-115 is the more efficient section: 18.7 against 16.9 cm³ per kg/m, 9.6% better. Over a floor of repeated beams that difference is real tonnage, though it is often outweighed by whichever section the fabricator can actually source.

In short, H-350x350x10x16-115 is the stronger section and H-350x350x10x16-115 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

They are effectively equal in bending. HE 320 B has a plastic modulus of 2150 cm³ and H-350x350x10x16-115 has 2153 cm³, a difference of only 0.1% - within the margin that section choice normally turns on. Compare stiffness and availability instead.

H-350x350x10x16-115 at 115 kg/m, against 127 kg/m for the other - a saving of 10.4%. 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-350x350x10x16-115 gives 2153 cm³ of plastic modulus and 33,810 cm⁴ of inertia against 2150 cm³ and 30,800 cm⁴. Re-check deflection and the connection details before swapping, since the flange and web thicknesses differ.

H-350x350x10x16-115, with a second moment of area of 33,810 cm⁴ against 30,800 cm⁴ (8.9% 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

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