W 18X106 vs H-500x300x13x21
W 18X106 is an W section from the American AISC Shapes Database; H-500x300x13x21 is the closest equivalent in the European (Continental) range. They are close to interchangeable in bending: 3769 cm³ against 3792 cm³ of plastic modulus, a difference of 0.6%. H-500x300x13x21 is the lighter of the two at 150 kg/m against 157.7 kg/m, a saving of 5.1% on steel weight. H-500x300x13x21 is deeper, 494 mm against 475 mm, which matters where the floor zone is tight.
| Property | W 18X106 W | H-500x300x13x21 MB & MC | Difference |
|---|---|---|---|
| Mass | 157.7 kg/m | 150 kg/m | +5.1% |
| Depth | 475 mm | 494 mm | -3.8% |
| Width | 284.5 mm | 302 mm | -5.8% |
| Web thickness | 15 mm | 13 mm | +15.4% |
| Flange thickness | 23.9 mm | 21 mm | +13.8% |
| Area | 200.6 cm² | 191 cm² | +5.0% |
| Second moment, major (Iy) | 79,500 cm⁴ | 83,810 cm⁴ | -5.1% |
| Plastic modulus, major (Wpl,y) | 3,769 cm³ | 3,792 cm³ | -0.6% |
| Elastic modulus, major (Wel,y) | 3,343 cm³ | 3,393 cm³ | -1.5% |
| Second moment, minor (Iz) | 9,157 cm⁴ | 9,663 cm⁴ | -5.2% |
| Plastic modulus, minor (Wpl,z) | 991.42 cm³ | 984 cm³ | +0.8% |
| Radius of gyration, minor (iz) | 6.76 cm | 7.11 cm | -4.9% |
| Torsion constant (It) | 311.3 cm⁴ | 265 cm⁴ | +17.5% |
W 18X106 to AISC Shapes Database v16.0; H-500x300x13x21 to Continental Steel. Difference is expressed relative to H-500x300x13x21.
How to choose between them
On stiffness, H-500x300x13x21 has the larger second moment of area: 83,810 cm⁴ against 79,500 cm⁴, a difference of 5.1%. 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-500x300x13x21 is the more efficient section: 25.3 against 23.9 cm³ per kg/m, 5.5% 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.
These come from different catalogues, so treat the swap as a design change rather than a like-for-like substitution. W sections are specified to AISC Shapes Database v16.0 and MB & MC to Continental Steel; the steel grades, tolerances and available lengths differ, connection details and bolt gauges are set out differently, and the two are rarely both stocked in the same market. Check availability before changing a section on a drawing to save 5.1% weight.
In short, H-500x300x13x21 is the stronger section and H-500x300x13x21 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.