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HE 300 A vs H-300x300x9x14

HE 300 A is an HE section from the European (Continental) range; H-300x300x9x14 is the closest equivalent in the European (Continental) range. They are close to interchangeable in bending: 1380 cm³ against 1389 cm³ of plastic modulus, a difference of 0.6%. They weigh essentially the same, 88.3 kg/m and 87 kg/m. H-300x300x9x14 is deeper, 298 mm against 290 mm, which matters where the floor zone is tight.

Section properties side by side. Bold marks the more favourable value where one is.
PropertyHE 300 A
HE
H-300x300x9x14
MB & MC
Difference
Mass88.3 kg/m87 kg/m+1.5%
Depth290 mm298 mm-2.7%
Width300 mm299 mm+0.3%
Web thickness8.5 mm9 mm-5.6%
Flange thickness14 mm14 mmsame
Area112 cm²111 cm²+0.9%
Second moment, major (Iy)18,300 cm⁴18,850 cm⁴-2.9%
Plastic modulus, major (Wpl,y)1,380 cm³1,389 cm³-0.6%
Elastic modulus, major (Wel,y)1,260 cm³1,265 cm³-0.4%
Second moment, minor (Iz)6,310 cm⁴6,242 cm⁴+1.1%
Plastic modulus, minor (Wpl,z)641 cm³634 cm³+1.1%
Radius of gyration, minor (iz)7.49 cm7.51 cm-0.3%
Torsion constant (It)87.8 cm⁴71.3 cm⁴+23.1%

HE 300 A to EN 10365 · Continental Steel; H-300x300x9x14 to Continental Steel. Difference is expressed relative to H-300x300x9x14.

How to choose between them

On stiffness, H-300x300x9x14 has the larger second moment of area: 18,850 cm⁴ against 18,300 cm⁴, a difference of 2.9%. 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-300x300x9x14 is the more efficient section: 16.0 against 15.6 cm³ per kg/m, 2.1% 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, 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 300 A has a plastic modulus of 1380 cm³ and H-300x300x9x14 has 1389 cm³, a difference of only 0.6% - within the margin that section choice normally turns on. Compare stiffness and availability instead.

Neither meaningfully: HE 300 A is 88.3 kg/m and H-300x300x9x14 is 87 kg/m. On a tonnage basis they cost the same.

Structurally it is the closest equivalent we hold: H-300x300x9x14 gives 1389 cm³ of plastic modulus and 18,850 cm⁴ of inertia against 1380 cm³ and 18,300 cm⁴. Re-check deflection and the connection details before swapping, since the flange and web thicknesses differ.

H-300x300x9x14, with a second moment of area of 18,850 cm⁴ against 18,300 cm⁴ (2.9% 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

W 12X58 vs H-300x300x9x14
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