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HE 600 B vs H-600x300x16x30

HE 600 B is an HE section from the European (Continental) range; H-600x300x16x30 is the closest equivalent in the European (Continental) range. H-600x300x16x30 carries more bending: 6653 cm³ of plastic modulus against 6420 cm³, 3.5% more. HE 600 B is the lighter of the two at 212 kg/m against 217 kg/m, a saving of 2.3% on steel weight. Both are about 604 mm deep, so either fits the same construction zone.

Section properties side by side. Bold marks the more favourable value where one is.
PropertyHE 600 B
HE
H-600x300x16x30
MB & MC
Difference
Mass212 kg/m217 kg/m-2.3%
Depth600 mm608 mm-1.3%
Width300 mm304 mm-1.3%
Web thickness15.5 mm16 mm-3.1%
Flange thickness30 mm30 mmsame
Area270 cm²277 cm²-2.5%
Second moment, major (Iy)171,000 cm⁴179,300 cm⁴-4.6%
Plastic modulus, major (Wpl,y)6,420 cm³6,653 cm³-3.5%
Elastic modulus, major (Wel,y)5,700 cm³5,896 cm³-3.3%
Second moment, minor (Iz)13,500 cm⁴14,090 cm⁴-4.2%
Plastic modulus, minor (Wpl,z)1,390 cm³1,431 cm³-2.9%
Radius of gyration, minor (iz)7.08 cm7.13 cm-0.7%
Torsion constant (It)677 cm⁴702 cm⁴-3.6%

HE 600 B to EN 10365 · Continental Steel; H-600x300x16x30 to Continental Steel. Difference is expressed relative to H-600x300x16x30.

How to choose between them

On stiffness, H-600x300x16x30 has the larger second moment of area: 179,300 cm⁴ against 171,000 cm⁴, a difference of 4.6%. 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 (30.3 against 30.7 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, H-600x300x16x30 is the stronger section and HE 600 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-600x300x16x30 is the stronger of the two in bending, with a plastic modulus of 6653 cm³ against 6420 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 600 B at 212 kg/m, against 217 kg/m for the other - a saving of 2.3%. 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-600x300x16x30 gives 6653 cm³ of plastic modulus and 179,300 cm⁴ of inertia against 6420 cm³ and 171,000 cm⁴. Re-check deflection and the connection details before swapping, since the flange and web thicknesses differ.

H-600x300x16x30, with a second moment of area of 179,300 cm⁴ against 171,000 cm⁴ (4.6% 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

W 24X146 vs H-600x300x16x30
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