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IPE 220 - Section Properties

The IPE 220 is a European I-beam (IPE) with a mass of 26.2 kg/m, an overall depth of 220 mm and width of 110 mm. It has a cross-sectional area of 33.4 cm², a second moment of area Iᵧ of 2770 cm⁴, a plastic modulus Wₚₗ,ᵧ of 285 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
26.2 kg/m
Depth
220 mm
Width
110 mm
Area
33.4 cm²
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IPE section profile showing the dimension symbols used for IPE 220

Dimension symbols for IPE sections. Not to scale.

IPE 220 section properties to EN 10365 · Continental Steel.

Geometry

Depth of sectionh220
Width of sectionb110
Web thicknesstw5.9
Flange thicknesstf9.2
Root fillet radiusr12
Depth between filletsd177.6

Mass and area

Mass per metremass26.2
Cross-sectional areaA33.4

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy2770
Elastic section modulus about y-axisWel,y252
Plastic section modulus about y-axisWpl,y285
Radius of gyration about y-axisiy9.11

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz205
Elastic section modulus about z-axisWel,z37
Plastic section modulus about z-axisWpl,z58.1
Radius of gyration about z-axisiz2.48

Torsion and warping

Torsion constant (St Venant)It9.03
Warping constantIw0.0227

Classification and stability

Flange local-buckling ratiocf/tf4.35
Web local-buckling ratiocw/tw30.1
Buckling parameteru4.725
Torsional indexX22.9

Detailing dimensions

End clearanceC5
Notch dimension NN64
Notch dimension nn22

Surface area

Surface area per metreSA/m0.848

Is IPE 220 strong enough?

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

Passes - 59% utilised, deflection governs
Bending30%
30.4 / 101.2 kNm
Shear8%
27.0 / 326.1 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 220

IPE 220 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 220 has a depth of 220 mm, a width of 110 mm, a web thickness of 5.9 mm, a flange thickness of 9.2 mm, with a cross-sectional area of 33.4 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 285 cm³, and the elastic modulus Wel,y is 252 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 101 kNm before any stability check.

The second moment of area about the major axis, Iy, is 2,770 cm⁴, and about the minor axis Iz is 205 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 = 4.35 for the flange and cw/tw = 30.1 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 9.11 cm about the major axis and iz is 2.48 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 2.48 cm a 0.2 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 9.03 cm⁴, and the warping constant Iw is 0.0227 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 200IPE O 200IPE AA 220IPE A 220IPE O 220IPE AA 240IPE A 240IPE 240

Compare with other sections

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

vs W 8X18

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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