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RHS 350×150×8.8 - Section Properties

The RHS 350×150×8.8 is a rectangular hollow section with a mass of 66 kg/m, an overall depth of 350 mm and width of 150 mm and a wall thickness of 8.8 mm. It has a cross-sectional area of 84.1 cm², a second moment of area Iᵧ of 12800 cm⁴, a plastic modulus Wₚₗ,ᵧ of 922 cm³, tabulated by CivilAxis from BS EN 10210-2:2006 (SCI P363 Blue Book).

Mass
66 kg/m
Depth
350 mm
Width
150 mm
Wall thickness
8.8 mm
Area
84.1 cm²
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RHS Hot-finished section profile showing the dimension symbols used for RHS 350×150×8.8

Dimension symbols for RHS Hot-finished sections. Not to scale.

RHS 350×150×8.8 section properties to BS EN 10210-2:2006.

Geometry

Depth of sectionh350
Width of sectionb150
Wall thicknesst8.8

Mass and area

Mass per metremass66
Cross-sectional areaA84.1

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy12800
Elastic section modulus about y-axisWel,y732
Plastic section modulus about y-axisWpl,y922
Radius of gyration about y-axisiy12.3

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz3360
Elastic section modulus about z-axisWel,z449
Plastic section modulus about z-axisWpl,z506
Radius of gyration about z-axisiz6.33

Torsion and warping

Torsion constant (St Venant)It8620
Section modulus for torsionWt781

Classification and stability

Flange local-buckling ratiocf/tf14
Web local-buckling ratiocw/tw36.8

Surface area

Surface area per metreSA/m0.977
Surface area per tonneSA/t14.9m²/t

Is RHS 350×150×8.8 strong enough?

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

Passes - 60% utilised, deflection governs
Bending28%
91.9 / 327.3 kNm
Shear4%
52.5 / 1206.6 kN
Deflection60%
11.6 / 19.4 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 RHS 350×150×8.8

RHS 350×150×8.8 has a mass of 66 kg/m, tabulated to BS EN 10210-2:2006. A 12 m length therefore weighs about 792 kg, which is the figure to use for a steel take-off or when checking a lift.

RHS 350×150×8.8 has a depth of 350 mm, a width of 150 mm, a wall thickness of 8.8 mm, with a cross-sectional area of 84.1 cm². These are the nominal dimensions from BS EN 10210-2:2006; rolling tolerances apply to the delivered section.

The plastic section modulus about the major axis, Wpl,y, is 922 cm³, and the elastic modulus Wel,y is 732 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 327 kNm before any stability check.

The second moment of area about the major axis, Iy, is 12,800 cm⁴, and about the minor axis Iz is 3,360 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 for the flange and cw/tw = 36.8 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 12.3 cm about the major axis and iz is 6.33 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 6.33 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 8,620 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 Hot-finished sizes

RHS 350×150×5RHS 350×150×6.3RHS 350×150×7.1RHS 350×150×8RHS 350×150×10RHS 350×150×12.5RHS 350×150×14.2RHS 350×150×16

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