SHS 100×100×8 vs SHS 100×100×9
SHS 100×100×8 is an SHS Hot-finished section from the UK Blue Book (SCI P363); SHS 100×100×9 is the closest equivalent in the European (Continental) range. They are close to interchangeable in bending: 98.2 cm³ against 98.6 cm³ of plastic modulus, a difference of 0.4%. SHS 100×100×8 is the lighter of the two at 22.6 kg/m against 24.1 kg/m, a saving of 6.2% on steel weight. Both are about 100 mm deep, so either fits the same construction zone.
| Property | SHS 100×100×8 SHS Hot-finished | SHS 100×100×9 SHS Cold-formed | Difference |
|---|---|---|---|
| Mass | 22.6 kg/m | 24.1 kg/m | -6.2% |
| Depth | 100 mm | 100 mm | same |
| Width | 100 mm | 100 mm | same |
| Web thickness | 0 mm | 0 mm | same |
| Flange thickness | 0 mm | 0 mm | same |
| Area | 28.8 cm² | 30 cm² | -4.0% |
| Second moment, major (Iy) | 400 cm⁴ | 391 cm⁴ | +2.3% |
| Plastic modulus, major (Wpl,y) | 98.2 cm³ | 98.6 cm³ | -0.4% |
| Elastic modulus, major (Wel,y) | 79.9 cm³ | 78.1 cm³ | +2.3% |
| Second moment, minor (Iz) | 400 cm⁴ | 391 cm⁴ | +2.3% |
| Plastic modulus, minor (Wpl,z) | 98.2 cm³ | 98.6 cm³ | -0.4% |
| Radius of gyration, minor (iz) | 3.73 cm | 3.61 cm | +3.3% |
| Torsion constant (It) | 646 cm⁴ | 700 cm⁴ | -7.7% |
SHS 100×100×8 to BS EN 10210-2:2006; SHS 100×100×9 to EN 10219 · Continental Steel. Difference is expressed relative to SHS 100×100×9.
How to choose between them
On stiffness, SHS 100×100×8 has the larger second moment of area: 400 cm⁴ against 391 cm⁴, a difference of 2.3%. 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, SHS 100×100×8 is the more efficient section: 4.3 against 4.1 cm³ per kg/m, 6.2% 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 6.2% weight.
In short, SHS 100×100×9 is the stronger section and SHS 100×100×8 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.