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HE 240 AA - Section Properties

The HE 240 AA is a European wide-flange beam (HE) with a mass of 47.4 kg/m, an overall depth of 224 mm and width of 240 mm. It has a cross-sectional area of 60.4 cm², a second moment of area Iᵧ of 5840 cm⁴, a plastic modulus Wₚₗ,ᵧ of 571 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
47.4 kg/m
Depth
224 mm
Width
240 mm
Area
60.4 cm²
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HE section profile showing the dimension symbols used for HE 240 AA

Dimension symbols for HE sections. Not to scale.

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

Geometry

Depth of sectionh224
Width of sectionb240
Web thicknesstw6.5
Flange thicknesstf9
Root fillet radiusr21
Depth between filletsd164

Mass and area

Mass per metremass47.4
Cross-sectional areaA60.4

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy5840
Elastic section modulus about y-axisWel,y521
Plastic section modulus about y-axisWpl,y571
Radius of gyration about y-axisiy9.83

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz2080
Elastic section modulus about z-axisWel,z173
Plastic section modulus about z-axisWpl,z264
Radius of gyration about z-axisiz5.87

Torsion and warping

Torsion constant (St Venant)It22.1
Warping constantIw0.24

Classification and stability

Flange local-buckling ratiocf/tf10.64
Web local-buckling ratiocw/tw25.2
Buckling parameteru6.726
Torsional indexX20.1

Detailing dimensions

End clearanceC5
Notch dimension NN128
Notch dimension nn30

Surface area

Surface area per metreSA/m1.36

Is HE 240 AA strong enough?

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

Passes - 59% utilised, deflection governs
Bending35%
64.5 / 185.0 kNm
Shear13%
57.4 / 442.0 kN
Deflection59%
7.4 / 12.5 mm

Class 3 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 AA

HE 240 AA has a mass of 47.4 kg/m, tabulated to EN 10365. A 12 m length therefore weighs about 569 kg, which is the figure to use for a steel take-off or when checking a lift.

HE 240 AA has a depth of 224 mm, a width of 240 mm, a web thickness of 6.5 mm, a flange thickness of 9 mm, with a cross-sectional area of 60.4 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 571 cm³, and the elastic modulus Wel,y is 521 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 203 kNm before any stability check.

The second moment of area about the major axis, Iy, is 5,840 cm⁴, and about the minor axis Iz is 2,080 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 = 10.64 for the flange and cw/tw = 25.2 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 9.83 cm about the major axis and iz is 5.87 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 5.87 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 22.1 cm⁴, and the warping constant Iw is 0.24 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 AHE 220 BHE 220 CHE 220 MHE 240 AHE 240 BHE 240 CHE 240 M

Learn more

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