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IPE 500 vs H-500x200x10x16-89.6

IPE 500 is an IPE section from the European (Continental) range; H-500x200x10x16-89.6 is the closest equivalent in the European (Continental) range. They are close to interchangeable in bending: 2190 cm³ against 2175 cm³ of plastic modulus, a difference of 0.7%. They weigh essentially the same, 90.7 kg/m and 89.6 kg/m. Both are about 500 mm deep, so either fits the same construction zone.

Section properties side by side. Bold marks the more favourable value where one is.
PropertyIPE 500
IPE
H-500x200x10x16-89.6
MB & MC
Difference
Mass90.7 kg/m89.6 kg/m+1.2%
Depth500 mm500 mmsame
Width200 mm200 mmsame
Web thickness10.2 mm10 mm+2.0%
Flange thickness16 mm16 mmsame
Area116 cm²114 cm²+1.8%
Second moment, major (Iy)48,200 cm⁴47,850 cm⁴+0.7%
Plastic modulus, major (Wpl,y)2,190 cm³2,175 cm³+0.7%
Elastic modulus, major (Wel,y)1,930 cm³1,914 cm³+0.8%
Second moment, minor (Iz)2,140 cm⁴2,142 cm⁴-0.1%
Plastic modulus, minor (Wpl,z)336 cm³335 cm³+0.3%
Radius of gyration, minor (iz)4.31 cm4.33 cm-0.5%
Torsion constant (It)89.1 cm⁴85.9 cm⁴+3.7%

IPE 500 to EN 10365 · Continental Steel; H-500x200x10x16-89.6 to Continental Steel. Difference is expressed relative to H-500x200x10x16-89.6.

How to choose between them

On stiffness, IPE 500 has the larger second moment of area: 48,200 cm⁴ against 47,850 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 (24.1 against 24.3 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, 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. IPE 500 has a plastic modulus of 2190 cm³ and H-500x200x10x16-89.6 has 2175 cm³, a difference of only 0.7% - within the margin that section choice normally turns on. Compare stiffness and availability instead.

Neither meaningfully: IPE 500 is 90.7 kg/m and H-500x200x10x16-89.6 is 89.6 kg/m. On a tonnage basis they cost the same.

Structurally it is the closest equivalent we hold: H-500x200x10x16-89.6 gives 2175 cm³ of plastic modulus and 47,850 cm⁴ of inertia against 2190 cm³ and 48,200 cm⁴. Re-check deflection and the connection details before swapping, since the flange and web thicknesses differ.

IPE 500, with a second moment of area of 48,200 cm⁴ against 47,850 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.

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