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CHS 273×5 vs CF CHS 273×5

CHS 273×5 is an CHS Hot-finished section from the UK Blue Book (SCI P363); CF CHS 273×5 is the closest equivalent in the UK Blue Book (SCI P363). They are close to interchangeable in bending: 359 cm³ against 359 cm³ of plastic modulus, a difference of 0.0%. They weigh essentially the same, 33 kg/m and 33 kg/m. Both are about 273 mm deep, so either fits the same construction zone.

Section properties side by side. Bold marks the more favourable value where one is.
PropertyCHS 273×5
CHS Hot-finished
CF CHS 273×5
CHS Cold-formed
Difference
Mass33 kg/m33 kg/msame
Depth273 mm273 mmsame
Width273 mm273 mmsame
Web thickness0 mm0 mmsame
Flange thickness0 mm0 mmsame
Area42.1 cm²42.1 cm²same
Second moment, major (Iy)3,780 cm⁴3,780 cm⁴same
Plastic modulus, major (Wpl,y)359 cm³359 cm³same
Elastic modulus, major (Wel,y)277 cm³277 cm³same
Second moment, minor (Iz)3,780 cm⁴3,780 cm⁴same
Plastic modulus, minor (Wpl,z)359 cm³359 cm³same
Radius of gyration, minor (iz)9.48 cm9.48 cmsame
Torsion constant (It)7,560 cm⁴7,560 cm⁴same

CHS 273×5 to BS EN 10210-2:2006; CF CHS 273×5 to BS EN 10219-2:2006. Difference is expressed relative to CF CHS 273×5.

How to choose between them

On stiffness, CF CHS 273×5 has the larger second moment of area: 3,780 cm⁴ against 3,780 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 (10.9 against 10.9 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 273×5 has a plastic modulus of 359 cm³ and CF CHS 273×5 has 359 cm³, a difference of only 0.0% - within the margin that section choice normally turns on. Compare stiffness and availability instead.

Neither meaningfully: CHS 273×5 is 33 kg/m and CF CHS 273×5 is 33 kg/m. On a tonnage basis they cost the same.

Structurally it is the closest equivalent we hold: CF CHS 273×5 gives 359 cm³ of plastic modulus and 3,780 cm⁴ of inertia against 359 cm³ and 3,780 cm⁴. Re-check deflection and the connection details before swapping, since the flange and web thicknesses differ.

CF CHS 273×5, with a second moment of area of 3,780 cm⁴ against 3,780 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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