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HE 320 A vs H-300x300x15x15

HE 320 A is an HE section from the European (Continental) range; H-300x300x15x15 is the closest equivalent in the European (Continental) range. HE 320 A carries more bending: 1630 cm³ of plastic modulus against 1596 cm³, 2.1% more. HE 320 A is the lighter of the two at 97.6 kg/m against 105 kg/m, a saving of 7.0% on steel weight. HE 320 A is deeper, 310 mm against 300 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 A
HE
H-300x300x15x15
MB & MC
Difference
Mass97.6 kg/m105 kg/m-7.0%
Depth310 mm300 mm+3.3%
Width300 mm305 mm-1.6%
Web thickness9 mm15 mm-40.0%
Flange thickness15.5 mm15 mm+3.3%
Area124 cm²133 cm²-6.8%
Second moment, major (Iy)22,900 cm⁴21,310 cm⁴+7.5%
Plastic modulus, major (Wpl,y)1,630 cm³1,596 cm³+2.1%
Elastic modulus, major (Wel,y)1,480 cm³1,421 cm³+4.2%
Second moment, minor (Iz)6,980 cm⁴7,103 cm⁴-1.7%
Plastic modulus, minor (Wpl,z)710 cm³714 cm³-0.6%
Radius of gyration, minor (iz)7.49 cm7.3 cm+2.6%
Torsion constant (It)112 cm⁴109 cm⁴+2.8%

HE 320 A to EN 10365 · Continental Steel; H-300x300x15x15 to Continental Steel. Difference is expressed relative to H-300x300x15x15.

How to choose between them

On stiffness, HE 320 A has the larger second moment of area: 22,900 cm⁴ against 21,310 cm⁴, a difference of 7.5%. 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, HE 320 A is the more efficient section: 16.7 against 15.2 cm³ per kg/m, 9.9% 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, HE 320 A is the stronger section and HE 320 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

HE 320 A is the stronger of the two in bending, with a plastic modulus of 1630 cm³ against 1596 cm³ - 2.1% more. At the same steel grade that translates directly into moment capacity, since M_pl,Rd = W_pl x f_y / gamma_M0.

HE 320 A at 97.6 kg/m, against 105 kg/m for the other - a saving of 7.0%. 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-300x300x15x15 gives 1596 cm³ of plastic modulus and 21,310 cm⁴ of inertia against 1630 cm³ and 22,900 cm⁴. Re-check deflection and the connection details before swapping, since the flange and web thicknesses differ.

HE 320 A, with a second moment of area of 22,900 cm⁴ against 21,310 cm⁴ (7.5% 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

UC 305×305×97 vs HE 320 AUC 305×305×97 vs H-300x300x15x15W 12X65 vs HE 320 AW 12X65 vs H-300x300x15x15HE 320 A vs HP 12X74
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