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IPE 450 vs H-450x200x9x14-76

IPE 450 is an IPE section from the European (Continental) range; H-450x200x9x14-76 is the closest equivalent in the European (Continental) range. They are close to interchangeable in bending: 1700 cm³ against 1679 cm³ of plastic modulus, a difference of 1.3%. H-450x200x9x14-76 is the lighter of the two at 76 kg/m against 77.6 kg/m, a saving of 2.1% on steel weight. Both are about 450 mm deep, so either fits the same construction zone.

Section properties side by side. Bold marks the more favourable value where one is.
PropertyIPE 450
IPE
H-450x200x9x14-76
MB & MC
Difference
Mass77.6 kg/m76 kg/m+2.1%
Depth450 mm450 mmsame
Width190 mm200 mm-5.0%
Web thickness9.4 mm9 mm+4.4%
Flange thickness14.6 mm14 mm+4.3%
Area98.8 cm²96.8 cm²+2.1%
Second moment, major (Iy)33,700 cm⁴33,450 cm⁴+0.7%
Plastic modulus, major (Wpl,y)1,700 cm³1,679 cm³+1.3%
Elastic modulus, major (Wel,y)1,500 cm³1,487 cm³+0.9%
Second moment, minor (Iz)1,680 cm⁴1,872 cm⁴-10.3%
Plastic modulus, minor (Wpl,z)276 cm³291 cm³-5.2%
Radius of gyration, minor (iz)4.12 cm4.4 cm-6.4%
Torsion constant (It)66.7 cm⁴56.9 cm⁴+17.2%

IPE 450 to EN 10365 · Continental Steel; H-450x200x9x14-76 to Continental Steel. Difference is expressed relative to H-450x200x9x14-76.

How to choose between them

On stiffness, IPE 450 has the larger second moment of area: 33,700 cm⁴ against 33,450 cm⁴, a difference of 0.7%. 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 (21.9 against 22.1 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, IPE 450 is the stronger section and H-450x200x9x14-76 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. IPE 450 has a plastic modulus of 1700 cm³ and H-450x200x9x14-76 has 1679 cm³, a difference of only 1.3% - within the margin that section choice normally turns on. Compare stiffness and availability instead.

H-450x200x9x14-76 at 76 kg/m, against 77.6 kg/m for the other - a saving of 2.1%. 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-450x200x9x14-76 gives 1679 cm³ of plastic modulus and 33,450 cm⁴ of inertia against 1700 cm³ and 33,700 cm⁴. Re-check deflection and the connection details before swapping, since the flange and web thicknesses differ.

IPE 450, with a second moment of area of 33,700 cm⁴ against 33,450 cm⁴ (0.7% 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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