CHS 114.3×4 vs CF CHS 114.3×4
CHS 114.3×4 is an CHS Hot-finished section from the UK Blue Book (SCI P363); CF CHS 114.3×4 is the closest equivalent in the UK Blue Book (SCI P363). They are close to interchangeable in bending: 48.7 cm³ against 48.7 cm³ of plastic modulus, a difference of 0.0%. They weigh essentially the same, 10.9 kg/m and 10.9 kg/m. Both are about 114 mm deep, so either fits the same construction zone.
| Property | CHS 114.3×4 CHS Hot-finished | CF CHS 114.3×4 CHS Cold-formed | Difference |
|---|---|---|---|
| Mass | 10.9 kg/m | 10.9 kg/m | same |
| Depth | 114.3 mm | 114.3 mm | same |
| Width | 114.3 mm | 114.3 mm | same |
| Web thickness | 0 mm | 0 mm | same |
| Flange thickness | 0 mm | 0 mm | same |
| Area | 13.9 cm² | 13.9 cm² | same |
| Second moment, major (Iy) | 211 cm⁴ | 211 cm⁴ | same |
| Plastic modulus, major (Wpl,y) | 48.7 cm³ | 48.7 cm³ | same |
| Elastic modulus, major (Wel,y) | 36.9 cm³ | 36.9 cm³ | same |
| Second moment, minor (Iz) | 211 cm⁴ | 211 cm⁴ | same |
| Plastic modulus, minor (Wpl,z) | 48.7 cm³ | 48.7 cm³ | same |
| Radius of gyration, minor (iz) | 3.9 cm | 3.9 cm | same |
| Torsion constant (It) | 422 cm⁴ | 422 cm⁴ | same |
CHS 114.3×4 to BS EN 10210-2:2006; CF CHS 114.3×4 to BS EN 10219-2:2006. Difference is expressed relative to CF CHS 114.3×4.
How to choose between them
On stiffness, CF CHS 114.3×4 has the larger second moment of area: 211 cm⁴ against 211 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 (4.5 against 4.5 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.