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CF RHS 200×150×8 - Section Properties

The CF RHS 200×150×8 is a rectangular hollow section with a mass of 40.2 kg/m, an overall depth of 200 mm and width of 150 mm and a wall thickness of 8 mm. It has a cross-sectional area of 51.2 cm², a second moment of area Iᵧ of 2830 cm⁴, a plastic modulus Wₚₗ,ᵧ of 344 cm³, tabulated by CivilAxis from BS EN 10219-2:2006 (SCI P363 Blue Book).

Mass
40.2 kg/m
Depth
200 mm
Width
150 mm
Wall thickness
8 mm
Area
51.2 cm²
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RHS Cold-formed section profile showing the dimension symbols used for CF RHS 200×150×8

Dimension symbols for RHS Cold-formed sections. Not to scale.

CF RHS 200×150×8 section properties to BS EN 10219-2:2006.

Geometry

Depth of sectionh200
Width of sectionb150
Wall thicknesst8

Mass and area

Mass per metremass40.2
Cross-sectional areaA51.2

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy2830
Elastic section modulus about y-axisWel,y283
Plastic section modulus about y-axisWpl,y344
Radius of gyration about y-axisiy7.43

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz1820
Elastic section modulus about z-axisWel,z242
Plastic section modulus about z-axisWpl,z283
Radius of gyration about z-axisiz5.95

Torsion and warping

Torsion constant (St Venant)It3670
Section modulus for torsionWt396

Classification and stability

Flange local-buckling ratiocf/tf15.8
Web local-buckling ratiocw/tw22

Surface area

Surface area per metreSA/m0.666
Surface area per tonneSA/t16.6m²/t

Is CF RHS 200×150×8 strong enough?

Simply supported beam, uniform load, major-axis bending - to EN 1993-1-1.

Passes - 61% utilised, deflection governs
Bending29%
36.0 / 122.1 kNm
Shear6%
36.0 / 599.7 kN
Deflection61%
6.7 / 11.1 mm

Class 1 section. ULS uses γQ = 1.5 on the load you enter; deflection uses the unfactored load against L/360. Lateral-torsional buckling is not included - the compression flange is assumed restrained.

Common questions about CF RHS 200×150×8

CF RHS 200×150×8 has a mass of 40.2 kg/m, tabulated to BS EN 10219-2:2006. A 12 m length therefore weighs about 482 kg, which is the figure to use for a steel take-off or when checking a lift.

CF RHS 200×150×8 has a depth of 200 mm, a width of 150 mm, a wall thickness of 8 mm, with a cross-sectional area of 51.2 cm². These are the nominal dimensions from BS EN 10219-2:2006; rolling tolerances apply to the delivered section.

The plastic section modulus about the major axis, Wpl,y, is 344 cm³, and the elastic modulus Wel,y is 283 cm³. Wpl,y is what sets the moment capacity of a Class 1 or 2 section: M_pl,Rd = Wpl,y x f_y / gamma_M0, so at S355 with gamma_M0 = 1.0 this section reaches about 122 kNm before any stability check.

The second moment of area about the major axis, Iy, is 2,830 cm⁴, and about the minor axis Iz is 1,820 cm⁴. Iy is the value deflection depends on - for a simply supported beam under a uniform load, the midspan deflection is 5wL⁴/384EIy - so on spans where a deflection limit governs rather than strength, this is the number that decides the section.

Its local-buckling ratios are cf/tf = 15.8 for the flange and cw/tw = 22 for the web. EN 1993-1-1 Table 5.2 compares these against limits scaled by epsilon = sqrt(235/f_y), so the class depends on the steel grade as well as the geometry - the same section can be Class 1 in S275 and Class 3 in S355. Use the Capacity tab on this page for the classification at a specific grade.

iy is 7.43 cm about the major axis and iz is 5.95 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 5.95 cm a 0.6 m effective length already gives lambda = 100. Minor-axis buckling almost always controls unless the weak axis is restrained.

The St Venant torsion constant It is 3,670 cm⁴. Closed sections carry torsion in a shear flow around the perimeter, which makes them far stiffer in torsion than an open section of the same weight and is usually why one is specified.

Related RHS Cold-formed sizes

CF RHS 200×120×10CF RHS 200×150×4CF RHS 200×150×5CF RHS 200×150×6CF RHS 200×150×10CF RHS 250×150×5CF RHS 250×150×6CF RHS 250×150×6.3

Compare with other sections

Side-by-side properties against the closest equivalent in each catalogue.

vs RHS 200×100×10vs RHS 200×120×8.8

Learn more

📘 How to read a steel section table (UB, UC, IPE, HE)📘 Section modulus explained: elastic (Wel) vs plastic (Wpl)📘 SHS vs RHS vs CHS: choosing a hollow steel section
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