CivilAxisCivilAxis
☕ Support🌐 Community

CF RHS 250×150×8 - Section Properties

The CF RHS 250×150×8 is a rectangular hollow section with a mass of 46.5 kg/m, an overall depth of 250 mm and width of 150 mm and a wall thickness of 8 mm. It has a cross-sectional area of 59.2 cm², a second moment of area Iᵧ of 4890 cm⁴, a plastic modulus Wₚₗ,ᵧ of 482 cm³, tabulated by CivilAxis from BS EN 10219-2:2006 (SCI P363 Blue Book).

Mass
46.5 kg/m
Depth
250 mm
Width
150 mm
Wall thickness
8 mm
Area
59.2 cm²
Ask about capacity, buckling or detailing for CF RHS 250×150×8.
🔍 Open the full Steel Catalogue📖 Design theory📐 Worked example
or pick a unit on any row
RHS Cold-formed section profile showing the dimension symbols used for CF RHS 250×150×8

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

CF RHS 250×150×8 section properties to BS EN 10219-2:2006.

Geometry

Depth of sectionh250
Width of sectionb150
Wall thicknesst8

Mass and area

Mass per metremass46.5
Cross-sectional areaA59.2

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy4890
Elastic section modulus about y-axisWel,y391
Plastic section modulus about y-axisWpl,y482
Radius of gyration about y-axisiy9.08

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz2220
Elastic section modulus about z-axisWel,z296
Plastic section modulus about z-axisWpl,z340
Radius of gyration about z-axisiz6.12

Torsion and warping

Torsion constant (St Venant)It5050
Section modulus for torsionWt504

Classification and stability

Flange local-buckling ratiocf/tf15.8
Web local-buckling ratiocw/tw28.3

Surface area

Surface area per metreSA/m0.766
Surface area per tonneSA/t16.5m²/t

Is CF RHS 250×150×8 strong enough?

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

Passes - 63% utilised, deflection governs
Bending30%
51.6 / 171.1 kNm
Shear5%
41.3 / 758.3 kN
Deflection63%
8.7 / 13.9 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 250×150×8

CF RHS 250×150×8 has a mass of 46.5 kg/m, tabulated to BS EN 10219-2:2006. A 12 m length therefore weighs about 558 kg, which is the figure to use for a steel take-off or when checking a lift.

CF RHS 250×150×8 has a depth of 250 mm, a width of 150 mm, a wall thickness of 8 mm, with a cross-sectional area of 59.2 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 482 cm³, and the elastic modulus Wel,y is 391 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 171 kNm before any stability check.

The second moment of area about the major axis, Iy, is 4,890 cm⁴, and about the minor axis Iz is 2,220 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 = 28.3 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 9.08 cm about the major axis and iz is 6.12 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 6.12 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 5,050 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 200×150×10CF RHS 250×150×5CF RHS 250×150×6CF RHS 250×150×6.3CF RHS 250×150×10CF RHS 250×150×12CF RHS 250×150×12.5CF RHS 300×100×8

Compare with other sections

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

vs RHS 250×100×10vs RHS 250×150×8

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
All RHS Cold-formed sizes
Rectangular Hollow Sections - Cold-formed (BS EN 10219)
Full steel section tables
Every UB, UC, hollow, channel & angle section
Open the interactive tool
Search, compare & run EC3 capacity checks
Rate this
No ratings yet
Sign in to join the discussion.
Loading…