W 10X100 vs HE 240 M
W 10X100 is an W section from the American AISC Shapes Database; HE 240 M is the closest equivalent in the European (Continental) range. They are close to interchangeable in bending: 2130.3 cm³ against 2120 cm³ of plastic modulus, a difference of 0.5%. W 10X100 is the lighter of the two at 148.8 kg/m against 157 kg/m, a saving of 5.2% on steel weight. W 10X100 is deeper, 281.9 mm against 270 mm, which matters where the floor zone is tight.
| Property | W 10X100 W | HE 240 M HE | Difference |
|---|---|---|---|
| Mass | 148.8 kg/m | 157 kg/m | -5.2% |
| Depth | 281.9 mm | 270 mm | +4.4% |
| Width | 261.6 mm | 248 mm | +5.5% |
| Web thickness | 17.3 mm | 18 mm | -3.9% |
| Flange thickness | 28.4 mm | 32 mm | -11.3% |
| Area | 189 cm² | 200 cm² | -5.5% |
| Second moment, major (Iy) | 25,931 cm⁴ | 24,300 cm⁴ | +6.7% |
| Plastic modulus, major (Wpl,y) | 2,130.3 cm³ | 2,120 cm³ | +0.5% |
| Elastic modulus, major (Wel,y) | 1,835.4 cm³ | 1,800 cm³ | +2.0% |
| Second moment, minor (Iz) | 8,616 cm⁴ | 8,150 cm⁴ | +5.7% |
| Plastic modulus, minor (Wpl,z) | 999.61 cm³ | 1,010 cm³ | -1.0% |
| Radius of gyration, minor (iz) | 6.73 cm | 6.39 cm | +5.3% |
| Torsion constant (It) | 453.7 cm⁴ | 626 cm⁴ | -27.5% |
W 10X100 to AISC Shapes Database v16.0; HE 240 M to EN 10365 · Continental Steel. Difference is expressed relative to HE 240 M.
How to choose between them
On stiffness, W 10X100 has the larger second moment of area: 25,931 cm⁴ against 24,300 cm⁴, a difference of 6.7%. 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 of steel, W 10X100 is the more efficient section: 14.3 against 13.5 cm³ per kg/m, 6.0% 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 HE to EN 10365 · 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 5.2% weight.
In short, W 10X100 is the stronger section and W 10X100 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.