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HE 240 M - Section Properties

The HE 240 M is a European wide-flange beam (HE) with a mass of 157 kg/m, an overall depth of 270 mm and width of 248 mm. It has a cross-sectional area of 200 cm², a second moment of area Iᵧ of 24300 cm⁴, a plastic modulus Wₚₗ,ᵧ of 2120 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
157 kg/m
Depth
270 mm
Width
248 mm
Area
200 cm²
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HE section profile showing the dimension symbols used for HE 240 M

Dimension symbols for HE sections. Not to scale.

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

Geometry

Depth of sectionh270
Width of sectionb248
Web thicknesstw18
Flange thicknesstf32
Root fillet radiusr21
Depth between filletsd164

Mass and area

Mass per metremass157
Cross-sectional areaA200

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy24300
Elastic section modulus about y-axisWel,y1800
Plastic section modulus about y-axisWpl,y2120
Radius of gyration about y-axisiy11

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz8150
Elastic section modulus about z-axisWel,z658
Plastic section modulus about z-axisWpl,z1010
Radius of gyration about z-axisiz6.39

Torsion and warping

Torsion constant (St Venant)It626
Warping constantIw1.15

Classification and stability

Flange local-buckling ratiocf/tf2.94
Web local-buckling ratiocw/tw9.11
Buckling parameteru7.077
Torsional indexX7.59

Detailing dimensions

End clearanceC11
Notch dimension NN126
Notch dimension nn54

Surface area

Surface area per metreSA/m1.46

Is HE 240 M strong enough?

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

Passes - 60% utilised, deflection governs
Bending29%
221.2 / 752.6 kNm
Shear13%
160.9 / 1239.6 kN
Deflection60%
9.1 / 15.3 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 HE 240 M

HE 240 M has a mass of 157 kg/m, tabulated to EN 10365. A 12 m length therefore weighs about 1884 kg, which is the figure to use for a steel take-off or when checking a lift.

HE 240 M has a depth of 270 mm, a width of 248 mm, a web thickness of 18 mm, a flange thickness of 32 mm, with a cross-sectional area of 200 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 2,120 cm³, and the elastic modulus Wel,y is 1,800 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 753 kNm before any stability check.

The second moment of area about the major axis, Iy, is 24,300 cm⁴, and about the minor axis Iz is 8,150 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 = 2.94 for the flange and cw/tw = 9.11 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 11 cm about the major axis and iz is 6.39 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 6.39 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 626 cm⁴, and the warping constant Iw is 1.15 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 240 AAHE 240 AHE 240 BHE 240 CHE 260 AAHE 260 AHE 260 BHE 260 C

Compare with other sections

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

vs W 10X100

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