UB 686×254×152 vs W 27X102
UB 686×254×152 is an UB section from the UK Blue Book (SCI P363); W 27X102 is the closest equivalent in the American AISC Shapes Database. They are close to interchangeable in bending: 5000 cm³ against 4998.1 cm³ of plastic modulus, a difference of 0.0%. They weigh essentially the same, 152.4 kg/m and 151.8 kg/m. Both are about 688 mm deep, so either fits the same construction zone.
| Property | UB 686×254×152 UB | W 27X102 W | Difference |
|---|---|---|---|
| Mass | 152.4 kg/m | 151.8 kg/m | +0.4% |
| Depth | 687.5 mm | 688.3 mm | -0.1% |
| Width | 254.5 mm | 254 mm | +0.2% |
| Web thickness | 13.2 mm | 13.1 mm | +0.8% |
| Flange thickness | 21 mm | 21.1 mm | -0.5% |
| Area | 194 cm² | 193.5 cm² | +0.3% |
| Second moment, major (Iy) | 150,000 cm⁴ | 150,676 cm⁴ | -0.4% |
| Plastic modulus, major (Wpl,y) | 5,000 cm³ | 4,998.1 cm³ | same |
| Elastic modulus, major (Wel,y) | 4,370 cm³ | 4,375.3 cm³ | -0.1% |
| Second moment, minor (Iz) | 5,780 cm⁴ | 5,786 cm⁴ | -0.1% |
| Plastic modulus, minor (Wpl,z) | 710 cm³ | 711.2 cm³ | -0.2% |
| Radius of gyration, minor (iz) | 5.46 cm | 5.46 cm | same |
| Torsion constant (It) | 220 cm⁴ | 219.8 cm⁴ | +0.1% |
UB 686×254×152 to BS EN 10365:2017; W 27X102 to AISC Shapes Database v16.0. Difference is expressed relative to W 27X102.
How to choose between them
On stiffness, W 27X102 has the larger second moment of area: 150,676 cm⁴ against 150,000 cm⁴, a difference of 0.4%. 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 (32.8 against 32.9 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.
These come from different catalogues, so treat the swap as a design change rather than a like-for-like substitution. UB sections are specified to BS EN 10365:2017 and W to AISC Shapes Database v16.0; 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, these two are genuine equivalents. Pick whichever your supplier stocks and the rest of the frame already uses.