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CHS 323.9×5 vs CF CHS 323.9×5

CHS 323.9×5 is an CHS Hot-finished section from the UK Blue Book (SCI P363); CF CHS 323.9×5 is the closest equivalent in the UK Blue Book (SCI P363). They are close to interchangeable in bending: 509 cm³ against 509 cm³ of plastic modulus, a difference of 0.0%. They weigh essentially the same, 39.3 kg/m and 39.3 kg/m. Both are about 324 mm deep, so either fits the same construction zone.

Section properties side by side. Bold marks the more favourable value where one is.
PropertyCHS 323.9×5
CHS Hot-finished
CF CHS 323.9×5
CHS Cold-formed
Difference
Mass39.3 kg/m39.3 kg/msame
Depth323.9 mm323.9 mmsame
Width323.9 mm323.9 mmsame
Web thickness0 mm0 mmsame
Flange thickness0 mm0 mmsame
Area50.1 cm²50.1 cm²same
Second moment, major (Iy)6,370 cm⁴6,370 cm⁴same
Plastic modulus, major (Wpl,y)509 cm³509 cm³same
Elastic modulus, major (Wel,y)393 cm³393 cm³same
Second moment, minor (Iz)6,370 cm⁴6,370 cm⁴same
Plastic modulus, minor (Wpl,z)509 cm³509 cm³same
Radius of gyration, minor (iz)11.3 cm11.3 cmsame
Torsion constant (It)12,700 cm⁴12,700 cm⁴same

CHS 323.9×5 to BS EN 10210-2:2006; CF CHS 323.9×5 to BS EN 10219-2:2006. Difference is expressed relative to CF CHS 323.9×5.

How to choose between them

On stiffness, CF CHS 323.9×5 has the larger second moment of area: 6,370 cm⁴ against 6,370 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 (13.0 against 13.0 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.

Common questions

They are effectively equal in bending. CHS 323.9×5 has a plastic modulus of 509 cm³ and CF CHS 323.9×5 has 509 cm³, a difference of only 0.0% - within the margin that section choice normally turns on. Compare stiffness and availability instead.

Neither meaningfully: CHS 323.9×5 is 39.3 kg/m and CF CHS 323.9×5 is 39.3 kg/m. On a tonnage basis they cost the same.

Structurally it is the closest equivalent we hold: CF CHS 323.9×5 gives 509 cm³ of plastic modulus and 6,370 cm⁴ of inertia against 509 cm³ and 6,370 cm⁴. Re-check deflection and the connection details before swapping, since the flange and web thicknesses differ.

CF CHS 323.9×5, with a second moment of area of 6,370 cm⁴ against 6,370 cm⁴ (0.0% more). Deflection under a uniform load goes as 5wL⁴/384EI, so it is inversely proportional to I - on a span where the deflection limit governs rather than strength, this is the number that decides the section.

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