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IPE 180 - Section Properties

The IPE 180 is a European I-beam (IPE) with a mass of 18.8 kg/m, an overall depth of 180 mm and width of 91 mm. It has a cross-sectional area of 23.9 cm², a second moment of area Iᵧ of 1320 cm⁴, a plastic modulus Wₚₗ,ᵧ of 166 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
18.8 kg/m
Depth
180 mm
Width
91 mm
Area
23.9 cm²
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IPE section profile showing the dimension symbols used for IPE 180

Dimension symbols for IPE sections. Not to scale.

IPE 180 section properties to EN 10365 · Continental Steel.

Geometry

Depth of sectionh180
Width of sectionb91
Web thicknesstw5.3
Flange thicknesstf8
Root fillet radiusr9
Depth between filletsd146

Mass and area

Mass per metremass18.8
Cross-sectional areaA23.9

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy1320
Elastic section modulus about y-axisWel,y146
Plastic section modulus about y-axisWpl,y166
Radius of gyration about y-axisiy7.42

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz101
Elastic section modulus about z-axisWel,z22
Plastic section modulus about z-axisWpl,z34.6
Radius of gyration about z-axisiz2.05

Torsion and warping

Torsion constant (St Venant)It4.73
Warping constantIw0.00743

Classification and stability

Flange local-buckling ratiocf/tf4.23
Web local-buckling ratiocw/tw27.5
Buckling parameteru4.299
Torsional indexX21.8

Detailing dimensions

End clearanceC5
Notch dimension NN54
Notch dimension nn18

Surface area

Surface area per metreSA/m0.698

Is IPE 180 strong enough?

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

Passes - 62% utilised, deflection governs
Bending33%
19.5 / 58.9 kNm
Shear10%
22.3 / 229.6 kN
Deflection62%
6.0 / 9.7 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 180

IPE 180 has a mass of 18.8 kg/m, tabulated to EN 10365. A 12 m length therefore weighs about 226 kg, which is the figure to use for a steel take-off or when checking a lift.

IPE 180 has a depth of 180 mm, a width of 91 mm, a web thickness of 5.3 mm, a flange thickness of 8 mm, with a cross-sectional area of 23.9 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 166 cm³, and the elastic modulus Wel,y is 146 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 59 kNm before any stability check.

The second moment of area about the major axis, Iy, is 1,320 cm⁴, and about the minor axis Iz is 101 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 = 4.23 for the flange and cw/tw = 27.5 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 7.42 cm about the major axis and iz is 2.05 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 2.05 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 4.73 cm⁴, and the warping constant Iw is 0.00743 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 160IPE 160IPE AA 180IPE A 180IPE O 180IPE AA 200IPE A 200IPE 200

Compare with other sections

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

vs UB 178×102×19

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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