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CF RHS 120×60×3.5 - Section Properties

The CF RHS 120×60×3.5 is a rectangular hollow section with a mass of 9.26 kg/m, an overall depth of 120 mm and width of 60 mm and a wall thickness of 3.5 mm. It has a cross-sectional area of 11.8 cm², a second moment of area Iᵧ of 216 cm⁴, a plastic modulus Wₚₗ,ᵧ of 44.9 cm³, tabulated by CivilAxis from BS EN 10219-2:2006 (SCI P363 Blue Book).

Mass
9.26 kg/m
Depth
120 mm
Width
60 mm
Wall thickness
3.5 mm
Area
11.8 cm²
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RHS Cold-formed section profile showing the dimension symbols used for CF RHS 120×60×3.5

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

CF RHS 120×60×3.5 section properties to BS EN 10219-2:2006.

Geometry

Depth of sectionh120
Width of sectionb60
Wall thicknesst3.5

Mass and area

Mass per metremass9.26
Cross-sectional areaA11.8

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy216
Elastic section modulus about y-axisWel,y35.9
Plastic section modulus about y-axisWpl,y44.9
Radius of gyration about y-axisiy4.28

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz73.1
Elastic section modulus about z-axisWel,z24.4
Plastic section modulus about z-axisWpl,z27.7
Radius of gyration about z-axisiz2.49

Torsion and warping

Torsion constant (St Venant)It179
Section modulus for torsionWt42.2

Classification and stability

Flange local-buckling ratiocf/tf14.1
Web local-buckling ratiocw/tw31.3

Surface area

Surface area per metreSA/m0.348
Surface area per tonneSA/t37.6m²/t

Is CF RHS 120×60×3.5 strong enough?

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

Passes - 57% utilised, deflection governs
Bending26%
4.1 / 15.9 kNm
Shear4%
6.6 / 161.2 kN
Deflection57%
3.9 / 6.9 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 120×60×3.5

CF RHS 120×60×3.5 has a mass of 9.26 kg/m, tabulated to BS EN 10219-2:2006. A 12 m length therefore weighs about 111 kg, which is the figure to use for a steel take-off or when checking a lift.

CF RHS 120×60×3.5 has a depth of 120 mm, a width of 60 mm, a wall thickness of 3.5 mm, with a cross-sectional area of 11.8 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 44.9 cm³, and the elastic modulus Wel,y is 35.9 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 16 kNm before any stability check.

The second moment of area about the major axis, Iy, is 216 cm⁴, and about the minor axis Iz is 73.1 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 = 14.1 for the flange and cw/tw = 31.3 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 4.28 cm about the major axis and iz is 2.49 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 2.49 cm a 0.2 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 179 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 120×40×3CF RHS 120×40×4CF RHS 120×40×5CF RHS 120×60×3CF RHS 120×60×4CF RHS 120×60×5CF RHS 120×60×6CF RHS 120×80×3

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