SHS 50×50×4 vs SHS 50×50×4.5
SHS 50×50×4 is an SHS Hot-finished section from the UK Blue Book (SCI P363); SHS 50×50×4.5 is the closest equivalent in the European (Continental) range. SHS 50×50×4.5 carries more bending: 12.8 cm³ of plastic modulus against 12.3 cm³, 3.9% more. SHS 50×50×4 is the lighter of the two at 5.64 kg/m against 6.11 kg/m, a saving of 7.7% on steel weight. Both are about 50 mm deep, so either fits the same construction zone.
| Property | SHS 50×50×4 SHS Hot-finished | SHS 50×50×4.5 SHS Cold-formed | Difference |
|---|---|---|---|
| Mass | 5.6 kg/m | 6.1 kg/m | -7.7% |
| Depth | 50 mm | 50 mm | same |
| Width | 50 mm | 50 mm | same |
| Web thickness | 0 mm | 0 mm | same |
| Flange thickness | 0 mm | 0 mm | same |
| Area | 7.2 cm² | 7.7 cm² | -6.3% |
| Second moment, major (Iy) | 25 cm⁴ | 25.5 cm⁴ | -2.0% |
| Plastic modulus, major (Wpl,y) | 12.3 cm³ | 12.8 cm³ | -3.9% |
| Elastic modulus, major (Wel,y) | 9.99 cm³ | 10.2 cm³ | -2.1% |
| Second moment, minor (Iz) | 25 cm⁴ | 25.5 cm⁴ | -2.0% |
| Plastic modulus, minor (Wpl,z) | 12.3 cm³ | 12.8 cm³ | -3.9% |
| Radius of gyration, minor (iz) | 1.86 cm | 1.82 cm | +2.2% |
| Torsion constant (It) | 40.4 cm⁴ | 44.1 cm⁴ | -8.4% |
SHS 50×50×4 to BS EN 10210-2:2006; SHS 50×50×4.5 to EN 10219 · Continental Steel. Difference is expressed relative to SHS 50×50×4.5.
How to choose between them
On stiffness, SHS 50×50×4.5 has the larger second moment of area: 25.5 cm⁴ against 25 cm⁴, a difference of 2.0%. 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 of steel, SHS 50×50×4 is the more efficient section: 2.2 against 2.1 cm³ per kg/m, 4.1% 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. SHS Hot-finished sections are specified to BS EN 10210-2:2006 and SHS Cold-formed to EN 10219 · 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 7.7% weight.
In short, SHS 50×50×4.5 is the stronger section and SHS 50×50×4 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.