W 24X117 vs H-600x300x14x23-175
W 24X117 is an W section from the American AISC Shapes Database; H-600x300x14x23-175 is the closest equivalent in the European (Continental) range. W 24X117 carries more bending: 5358.6 cm³ of plastic modulus against 5197 cm³, 3.1% more. They weigh essentially the same, 174.1 kg/m and 175 kg/m. W 24X117 is deeper, 617.2 mm against 594 mm, which matters where the floor zone is tight.
| Property | W 24X117 W | H-600x300x14x23-175 MB & MC | Difference |
|---|---|---|---|
| Mass | 174.1 kg/m | 175 kg/m | -0.5% |
| Depth | 617.2 mm | 594 mm | +3.9% |
| Width | 325.1 mm | 302 mm | +7.6% |
| Web thickness | 14 mm | 14 mm | same |
| Flange thickness | 21.6 mm | 23 mm | -6.1% |
| Area | 221.9 cm² | 222 cm² | same |
| Second moment, major (Iy) | 147,346 cm⁴ | 137,300 cm⁴ | +7.3% |
| Plastic modulus, major (Wpl,y) | 5,358.6 cm³ | 5,197 cm³ | +3.1% |
| Elastic modulus, major (Wel,y) | 4,768.6 cm³ | 4,624 cm³ | +3.1% |
| Second moment, minor (Iz) | 12,362 cm⁴ | 10,590 cm⁴ | +16.7% |
| Plastic modulus, minor (Wpl,z) | 1,170 cm³ | 1,085 cm³ | +7.8% |
| Radius of gyration, minor (iz) | 7.47 cm | 6.9 cm | +8.3% |
| Torsion constant (It) | 279.7 cm⁴ | 356 cm⁴ | -21.4% |
W 24X117 to AISC Shapes Database v16.0; H-600x300x14x23-175 to Continental Steel. Difference is expressed relative to H-600x300x14x23-175.
How to choose between them
On stiffness, W 24X117 has the larger second moment of area: 147,346 cm⁴ against 137,300 cm⁴, a difference of 7.3%. 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 24X117 is the more efficient section: 30.8 against 29.7 cm³ per kg/m, 3.6% 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 a marginal amount of weight.
In short, W 24X117 is the stronger section and W 24X117 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.