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IPE A 270 - Section Properties

The IPE A 270 is a European I-beam (IPE) with a mass of 30.7 kg/m, an overall depth of 267 mm and width of 135 mm. It has a cross-sectional area of 39.2 cm², a second moment of area Iᵧ of 4920 cm⁴, a plastic modulus Wₚₗ,ᵧ of 413 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
30.7 kg/m
Depth
267 mm
Width
135 mm
Area
39.2 cm²
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IPE section profile showing the dimension symbols used for IPE A 270

Dimension symbols for IPE sections. Not to scale.

IPE A 270 section properties to EN 10365 · Continental Steel.

Geometry

Depth of sectionh267
Width of sectionb135
Web thicknesstw5.5
Flange thicknesstf8.7
Root fillet radiusr15
Depth between filletsd219.6

Mass and area

Mass per metremass30.7
Cross-sectional areaA39.2

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy4920
Elastic section modulus about y-axisWel,y368
Plastic section modulus about y-axisWpl,y413
Radius of gyration about y-axisiy11.2

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz358
Elastic section modulus about z-axisWel,z53
Plastic section modulus about z-axisWpl,z82.3
Radius of gyration about z-axisiz3.02

Torsion and warping

Torsion constant (St Venant)It10.4
Warping constantIw0.0595

Classification and stability

Flange local-buckling ratiocf/tf5.72
Web local-buckling ratiocw/tw39.9
Buckling parameteru5.232
Torsional indexX28.3

Detailing dimensions

End clearanceC5
Notch dimension NN76
Notch dimension nn24

Surface area

Surface area per metreSA/m1.04

Is IPE A 270 strong enough?

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

Passes - 60% utilised, deflection governs
Bending31%
45.4 / 146.6 kNm
Shear9%
33.0 / 385.3 kN
Deflection60%
9.2 / 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 IPE A 270

IPE A 270 has a mass of 30.7 kg/m, tabulated to EN 10365. A 12 m length therefore weighs about 368 kg, which is the figure to use for a steel take-off or when checking a lift.

IPE A 270 has a depth of 267 mm, a width of 135 mm, a web thickness of 5.5 mm, a flange thickness of 8.7 mm, with a cross-sectional area of 39.2 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 413 cm³, and the elastic modulus Wel,y is 368 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 147 kNm before any stability check.

The second moment of area about the major axis, Iy, is 4,920 cm⁴, and about the minor axis Iz is 358 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 = 5.72 for the flange and cw/tw = 39.9 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 11.2 cm about the major axis and iz is 3.02 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 3.02 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 10.4 cm⁴, and the warping constant Iw is 0.0595 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 AA 240IPE A 240IPE 240IPE O 240IPE 270IPE O 270IPE A 300IPE 300

Compare with other sections

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

vs W 10X22

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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