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HE 240 A - Section Properties

The HE 240 A is a European wide-flange beam (HE) with a mass of 60.3 kg/m, an overall depth of 230 mm and width of 240 mm. It has a cross-sectional area of 76.8 cm², a second moment of area Iᵧ of 7760 cm⁴, a plastic modulus Wₚₗ,ᵧ of 745 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
60.3 kg/m
Depth
230 mm
Width
240 mm
Area
76.8 cm²
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HE section profile showing the dimension symbols used for HE 240 A

Dimension symbols for HE sections. Not to scale.

HE 240 A section properties to EN 10365 · Continental Steel.

Geometry

Depth of sectionh230
Width of sectionb240
Web thicknesstw7.5
Flange thicknesstf12
Root fillet radiusr21
Depth between filletsd164

Mass and area

Mass per metremass60.3
Cross-sectional areaA76.8

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy7760
Elastic section modulus about y-axisWel,y675
Plastic section modulus about y-axisWpl,y745
Radius of gyration about y-axisiy10.1

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz2770
Elastic section modulus about z-axisWel,z231
Plastic section modulus about z-axisWpl,z352
Radius of gyration about z-axisiz6

Torsion and warping

Torsion constant (St Venant)It42.1
Warping constantIw0.328

Classification and stability

Flange local-buckling ratiocf/tf7.94
Web local-buckling ratiocw/tw21.9
Buckling parameteru6.815
Torsional indexX16.6

Detailing dimensions

End clearanceC6
Notch dimension NN128
Notch dimension nn34

Surface area

Surface area per metreSA/m1.37

Is HE 240 A strong enough?

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

Passes - 60% utilised, deflection governs
Bending33%
87.3 / 264.5 kNm
Shear15%
77.6 / 515.3 kN
Deflection60%
7.5 / 12.5 mm

Class 2 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 HE 240 A

HE 240 A has a mass of 60.3 kg/m, tabulated to EN 10365. A 12 m length therefore weighs about 724 kg, which is the figure to use for a steel take-off or when checking a lift.

HE 240 A has a depth of 230 mm, a width of 240 mm, a web thickness of 7.5 mm, a flange thickness of 12 mm, with a cross-sectional area of 76.8 cm². These are the nominal dimensions from EN 10365; rolling tolerances apply to the delivered section.

The plastic section modulus about the major axis, Wpl,y, is 745 cm³, and the elastic modulus Wel,y is 675 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 264 kNm before any stability check.

The second moment of area about the major axis, Iy, is 7,760 cm⁴, and about the minor axis Iz is 2,770 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 = 7.94 for the flange and cw/tw = 21.9 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 10.1 cm about the major axis and iz is 6 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 6 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 42.1 cm⁴, and the warping constant Iw is 0.328 dm⁶. Open sections carry torsion mainly by warping rather than uniform torsion, which is why Iw appears in the lateral-torsional buckling resistance - both values feed M_b,Rd.

Related HE sizes

HE 220 BHE 220 CHE 220 MHE 240 AAHE 240 BHE 240 CHE 240 MHE 260 AA

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📘 How to read a steel section table (UB, UC, IPE, HE)📘 Section modulus explained: elastic (Wel) vs plastic (Wpl)📘 IPE vs HE (HEA/HEB): choosing a European steel beam
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