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IPE 300 vs H-300x150x6.5x11

IPE 300 is an IPE section from the European (Continental) range; H-300x150x6.5x11 is the closest equivalent in the European (Continental) range. They are close to interchangeable in bending: 628 cm³ against 633 cm³ of plastic modulus, a difference of 0.8%. They weigh essentially the same, 42.2 kg/m and 41.4 kg/m. Both are about 302 mm deep, so either fits the same construction zone.

Section properties side by side. Bold marks the more favourable value where one is.
PropertyIPE 300
IPE
H-300x150x6.5x11
MB & MC
Difference
Mass42.2 kg/m41.4 kg/m+1.9%
Depth300 mm304 mm-1.3%
Width150 mm150 mmsame
Web thickness7.1 mm6.5 mm+9.2%
Flange thickness10.7 mm11 mm-2.7%
Area53.8 cm²52.8 cm²+1.9%
Second moment, major (Iy)8,360 cm⁴8,578 cm⁴-2.5%
Plastic modulus, major (Wpl,y)628 cm³633 cm³-0.8%
Elastic modulus, major (Wel,y)557 cm³564 cm³-1.2%
Second moment, minor (Iz)604 cm⁴620 cm⁴-2.6%
Plastic modulus, minor (Wpl,z)125 cm³128 cm³-2.3%
Radius of gyration, minor (iz)3.35 cm3.43 cm-2.3%
Torsion constant (It)19.9 cm⁴18.8 cm⁴+5.9%

IPE 300 to EN 10365 · Continental Steel; H-300x150x6.5x11 to Continental Steel. Difference is expressed relative to H-300x150x6.5x11.

How to choose between them

On stiffness, H-300x150x6.5x11 has the larger second moment of area: 8,578 cm⁴ against 8,360 cm⁴, a difference of 2.5%. 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, H-300x150x6.5x11 is the more efficient section: 15.3 against 14.9 cm³ per kg/m, 2.7% 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. IPE 300 has a plastic modulus of 628 cm³ and H-300x150x6.5x11 has 633 cm³, a difference of only 0.8% - within the margin that section choice normally turns on. Compare stiffness and availability instead.

Neither meaningfully: IPE 300 is 42.2 kg/m and H-300x150x6.5x11 is 41.4 kg/m. On a tonnage basis they cost the same.

Structurally it is the closest equivalent we hold: H-300x150x6.5x11 gives 633 cm³ of plastic modulus and 8,578 cm⁴ of inertia against 628 cm³ and 8,360 cm⁴. Re-check deflection and the connection details before swapping, since the flange and web thicknesses differ.

H-300x150x6.5x11, with a second moment of area of 8,578 cm⁴ against 8,360 cm⁴ (2.5% 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

IPE 300 vs UB 305×165×40IPE 300 vs W 12X26UB 305×165×40 vs H-300x150x6.5x11UB 305×127×42 vs IPE 300UB 305×127×42 vs H-300x150x6.5x11W 12X26 vs H-300x150x6.5x11
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