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IPE 270 - Section Properties

The IPE 270 is a European I-beam (IPE) with a mass of 36.1 kg/m, an overall depth of 270 mm and width of 135 mm. It has a cross-sectional area of 45.9 cm², a second moment of area Iᵧ of 5790 cm⁴, a plastic modulus Wₚₗ,ᵧ of 484 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
36.1 kg/m
Depth
270 mm
Width
135 mm
Area
45.9 cm²
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IPE section profile showing the dimension symbols used for IPE 270

Dimension symbols for IPE sections. Not to scale.

IPE 270 section properties to EN 10365 · Continental Steel.

Geometry

Depth of sectionh270
Width of sectionb135
Web thicknesstw6.6
Flange thicknesstf10.2
Root fillet radiusr15
Depth between filletsd219.6

Mass and area

Mass per metremass36.1
Cross-sectional areaA45.9

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy5790
Elastic section modulus about y-axisWel,y429
Plastic section modulus about y-axisWpl,y484
Radius of gyration about y-axisiy11.2

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz420
Elastic section modulus about z-axisWel,z62
Plastic section modulus about z-axisWpl,z97
Radius of gyration about z-axisiz3.02

Torsion and warping

Torsion constant (St Venant)It15.9
Warping constantIw0.0706

Classification and stability

Flange local-buckling ratiocf/tf4.82
Web local-buckling ratiocw/tw33.3
Buckling parameteru5.23
Torsional indexX24.9

Detailing dimensions

End clearanceC5
Notch dimension NN76
Notch dimension nn26

Surface area

Surface area per metreSA/m1.04

Is IPE 270 strong enough?

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

Passes - 61% utilised, deflection governs
Bending31%
53.9 / 171.8 kNm
Shear9%
39.2 / 452.8 kN
Deflection61%
9.3 / 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 270

IPE 270 has a mass of 36.1 kg/m, tabulated to EN 10365. A 12 m length therefore weighs about 433 kg, which is the figure to use for a steel take-off or when checking a lift.

IPE 270 has a depth of 270 mm, a width of 135 mm, a web thickness of 6.6 mm, a flange thickness of 10.2 mm, with a cross-sectional area of 45.9 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 484 cm³, and the elastic modulus Wel,y is 429 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 172 kNm before any stability check.

The second moment of area about the major axis, Iy, is 5,790 cm⁴, and about the minor axis Iz is 420 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 = 4.82 for the flange and cw/tw = 33.3 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 15.9 cm⁴, and the warping constant Iw is 0.0706 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 240IPE 240IPE O 240IPE A 270IPE O 270IPE A 300IPE 300IPE O 300

Compare with other sections

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

vs UB 254×146×37

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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