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HE 450 A vs H-450x300x13x21

HE 450 A is an HE section from the European (Continental) range; H-450x300x13x21 is the closest equivalent in the European (Continental) range. H-450x300x13x21 carries more bending: 3323 cm³ of plastic modulus against 3220 cm³, 3.1% more. HE 450 A is the lighter of the two at 140 kg/m against 145 kg/m, a saving of 3.4% on steel weight. Both are about 443 mm deep, so either fits the same construction zone.

Section properties side by side. Bold marks the more favourable value where one is.
PropertyHE 450 A
HE
H-450x300x13x21
MB & MC
Difference
Mass140 kg/m145 kg/m-3.4%
Depth440 mm446 mm-1.3%
Width300 mm302 mm-0.7%
Web thickness11.5 mm13 mm-11.5%
Flange thickness21 mm21 mmsame
Area178 cm²184 cm²-3.3%
Second moment, major (Iy)63,700 cm⁴66,380 cm⁴-4.0%
Plastic modulus, major (Wpl,y)3,220 cm³3,323 cm³-3.1%
Elastic modulus, major (Wel,y)2,900 cm³2,977 cm³-2.6%
Second moment, minor (Iz)9,460 cm⁴9,658 cm⁴-2.1%
Plastic modulus, minor (Wpl,z)966 cm³981 cm³-1.5%
Radius of gyration, minor (iz)7.29 cm7.24 cm+0.7%
Torsion constant (It)250 cm⁴253 cm⁴-1.2%

HE 450 A to EN 10365 · Continental Steel; H-450x300x13x21 to Continental Steel. Difference is expressed relative to H-450x300x13x21.

How to choose between them

On stiffness, H-450x300x13x21 has the larger second moment of area: 66,380 cm⁴ against 63,700 cm⁴, a difference of 4.0%. 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 (23.0 against 22.9 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-450x300x13x21 is the stronger section and HE 450 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

H-450x300x13x21 is the stronger of the two in bending, with a plastic modulus of 3323 cm³ against 3220 cm³ - 3.1% more. At the same steel grade that translates directly into moment capacity, since M_pl,Rd = W_pl x f_y / gamma_M0.

HE 450 A at 140 kg/m, against 145 kg/m for the other - a saving of 3.4%. 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-450x300x13x21 gives 3323 cm³ of plastic modulus and 66,380 cm⁴ of inertia against 3220 cm³ and 63,700 cm⁴. Re-check deflection and the connection details before swapping, since the flange and web thicknesses differ.

H-450x300x13x21, with a second moment of area of 66,380 cm⁴ against 63,700 cm⁴ (4.0% 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 16X100 vs HE 450 AW 16X100 vs H-450x300x13x21
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