CHS 88.9×6.3 vs CF CHS 88.9×6.3
CHS 88.9×6.3 is an CHS Hot-finished section from the UK Blue Book (SCI P363); CF CHS 88.9×6.3 is the closest equivalent in the UK Blue Book (SCI P363). They are close to interchangeable in bending: 43.1 cm³ against 43.1 cm³ of plastic modulus, a difference of 0.0%. They weigh essentially the same, 12.8 kg/m and 12.8 kg/m. Both are about 89 mm deep, so either fits the same construction zone.
| Property | CHS 88.9×6.3 CHS Hot-finished | CF CHS 88.9×6.3 CHS Cold-formed | Difference |
|---|---|---|---|
| Mass | 12.8 kg/m | 12.8 kg/m | same |
| Depth | 88.9 mm | 88.9 mm | same |
| Width | 88.9 mm | 88.9 mm | same |
| Web thickness | 0 mm | 0 mm | same |
| Flange thickness | 0 mm | 0 mm | same |
| Area | 16.3 cm² | 16.3 cm² | same |
| Second moment, major (Iy) | 140 cm⁴ | 140 cm⁴ | same |
| Plastic modulus, major (Wpl,y) | 43.1 cm³ | 43.1 cm³ | same |
| Elastic modulus, major (Wel,y) | 31.5 cm³ | 31.5 cm³ | same |
| Second moment, minor (Iz) | 140 cm⁴ | 140 cm⁴ | same |
| Plastic modulus, minor (Wpl,z) | 43.1 cm³ | 43.1 cm³ | same |
| Radius of gyration, minor (iz) | 2.93 cm | 2.93 cm | same |
| Torsion constant (It) | 280 cm⁴ | 280 cm⁴ | same |
CHS 88.9×6.3 to BS EN 10210-2:2006; CF CHS 88.9×6.3 to BS EN 10219-2:2006. Difference is expressed relative to CF CHS 88.9×6.3.
How to choose between them
On stiffness, CF CHS 88.9×6.3 has the larger second moment of area: 140 cm⁴ against 140 cm⁴, a difference of 0.0%. 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 (3.4 against 3.4 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.
In short, these two are genuine equivalents. Pick whichever your supplier stocks and the rest of the frame already uses.