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RHS 160×80×5 vs CF RHS 160×80×5

RHS 160×80×5 is an RHS Hot-finished section from the UK Blue Book (SCI P363); CF RHS 160×80×5 is the closest equivalent in the UK Blue Book (SCI P363). RHS 160×80×5 carries more bending: 116 cm³ of plastic modulus against 113 cm³, 2.7% more. They weigh essentially the same, 17.8 kg/m and 17.5 kg/m. Both are about 160 mm deep, so either fits the same construction zone.

Section properties side by side. Bold marks the more favourable value where one is.
PropertyRHS 160×80×5
RHS Hot-finished
CF RHS 160×80×5
RHS Cold-formed
Difference
Mass17.8 kg/m17.5 kg/m+1.7%
Depth160 mm160 mmsame
Width80 mm80 mmsame
Web thickness0 mm0 mmsame
Flange thickness0 mm0 mmsame
Area22.7 cm²22.4 cm²+1.3%
Second moment, major (Iy)744 cm⁴722 cm⁴+3.0%
Plastic modulus, major (Wpl,y)116 cm³113 cm³+2.7%
Elastic modulus, major (Wel,y)93 cm³90.2 cm³+3.1%
Second moment, minor (Iz)249 cm⁴244 cm⁴+2.0%
Plastic modulus, minor (Wpl,z)71.1 cm³69.7 cm³+2.0%
Radius of gyration, minor (iz)3.31 cm3.3 cm+0.3%
Torsion constant (It)600 cm⁴601 cm⁴-0.2%

RHS 160×80×5 to BS EN 10210-2:2006; CF RHS 160×80×5 to BS EN 10219-2:2006. Difference is expressed relative to CF RHS 160×80×5.

How to choose between them

On stiffness, RHS 160×80×5 has the larger second moment of area: 744 cm⁴ against 722 cm⁴, a difference of 3.0%. 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 (6.5 against 6.5 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, RHS 160×80×5 is the stronger section and CF RHS 160×80×5 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.

Common questions

RHS 160×80×5 is the stronger of the two in bending, with a plastic modulus of 116 cm³ against 113 cm³ - 2.7% more. At the same steel grade that translates directly into moment capacity, since M_pl,Rd = W_pl x f_y / gamma_M0.

Neither meaningfully: RHS 160×80×5 is 17.8 kg/m and CF RHS 160×80×5 is 17.5 kg/m. On a tonnage basis they cost the same.

Structurally it is the closest equivalent we hold: CF RHS 160×80×5 gives 113 cm³ of plastic modulus and 722 cm⁴ of inertia against 116 cm³ and 744 cm⁴. Re-check deflection and the connection details before swapping, since the flange and web thicknesses differ.

RHS 160×80×5, with a second moment of area of 744 cm⁴ against 722 cm⁴ (3.0% 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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