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IPE A 240 - Section Properties

The IPE A 240 is a European I-beam (IPE) with a mass of 26.2 kg/m, an overall depth of 237 mm and width of 120 mm. It has a cross-sectional area of 33.3 cm², a second moment of area Iᵧ of 3290 cm⁴, a plastic modulus Wₚₗ,ᵧ of 312 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
26.2 kg/m
Depth
237 mm
Width
120 mm
Area
33.3 cm²
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IPE section profile showing the dimension symbols used for IPE A 240

Dimension symbols for IPE sections. Not to scale.

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

Geometry

Depth of sectionh237
Width of sectionb120
Web thicknesstw5.2
Flange thicknesstf8.3
Root fillet radiusr15
Depth between filletsd190.4

Mass and area

Mass per metremass26.2
Cross-sectional areaA33.3

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy3290
Elastic section modulus about y-axisWel,y278
Plastic section modulus about y-axisWpl,y312
Radius of gyration about y-axisiy9.94

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz240
Elastic section modulus about z-axisWel,z40
Plastic section modulus about z-axisWpl,z62.4
Radius of gyration about z-axisiz2.68

Torsion and warping

Torsion constant (St Venant)It8.5
Warping constantIw0.0313

Classification and stability

Flange local-buckling ratiocf/tf5.11
Web local-buckling ratiocw/tw36.6
Buckling parameteru4.936
Torsional indexX25.6

Detailing dimensions

End clearanceC5
Notch dimension NN68
Notch dimension nn24

Surface area

Surface area per metreSA/m0.918

Is IPE A 240 strong enough?

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

Passes - 59% utilised, deflection governs
Bending33%
36.1 / 110.8 kNm
Shear10%
32.1 / 334.1 kN
Deflection59%
7.3 / 12.5 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 IPE A 240

IPE A 240 has a mass of 26.2 kg/m, tabulated to EN 10365. A 12 m length therefore weighs about 314 kg, which is the figure to use for a steel take-off or when checking a lift.

IPE A 240 has a depth of 237 mm, a width of 120 mm, a web thickness of 5.2 mm, a flange thickness of 8.3 mm, with a cross-sectional area of 33.3 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 312 cm³, and the elastic modulus Wel,y is 278 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 111 kNm before any stability check.

The second moment of area about the major axis, Iy, is 3,290 cm⁴, and about the minor axis Iz is 240 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 = 5.11 for the flange and cw/tw = 36.6 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 9.94 cm about the major axis and iz is 2.68 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 2.68 cm a 0.3 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 8.5 cm⁴, and the warping constant Iw is 0.0313 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 IPE sizes

IPE A 220IPE 220IPE O 220IPE AA 240IPE 240IPE O 240IPE A 270IPE 270

Learn more

📘 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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