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IPE O 360 - Section Properties

The IPE O 360 is a European I-beam (IPE) with a mass of 66 kg/m, an overall depth of 364 mm and width of 172 mm. It has a cross-sectional area of 84.1 cm², a second moment of area Iᵧ of 19000 cm⁴, a plastic modulus Wₚₗ,ᵧ of 1190 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
66 kg/m
Depth
364 mm
Width
172 mm
Area
84.1 cm²
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IPE section profile showing the dimension symbols used for IPE O 360

Dimension symbols for IPE sections. Not to scale.

IPE O 360 section properties to EN 10365 · Continental Steel.

Geometry

Depth of sectionh364
Width of sectionb172
Web thicknesstw9.2
Flange thicknesstf14.7
Root fillet radiusr18
Depth between filletsd298.6

Mass and area

Mass per metremass66
Cross-sectional areaA84.1

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy19000
Elastic section modulus about y-axisWel,y1050
Plastic section modulus about y-axisWpl,y1190
Radius of gyration about y-axisiy15.1

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz1250
Elastic section modulus about z-axisWel,z146
Plastic section modulus about z-axisWpl,z227
Radius of gyration about z-axisiz3.86

Torsion and warping

Torsion constant (St Venant)It55.7
Warping constantIw0.38

Classification and stability

Flange local-buckling ratiocf/tf4.31
Web local-buckling ratiocw/tw32.5
Buckling parameteru5.91
Torsional indexX24.2

Detailing dimensions

End clearanceC7
Notch dimension NN92
Notch dimension nn34

Surface area

Surface area per metreSA/m1.37

Is IPE O 360 strong enough?

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

Passes - 59% utilised, deflection governs
Bending30%
126.6 / 422.4 kNm
Shear8%
67.5 / 823.5 kN
Deflection59%
12.4 / 20.8 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 O 360

IPE O 360 has a mass of 66 kg/m, tabulated to EN 10365. A 12 m length therefore weighs about 792 kg, which is the figure to use for a steel take-off or when checking a lift.

IPE O 360 has a depth of 364 mm, a width of 172 mm, a web thickness of 9.2 mm, a flange thickness of 14.7 mm, with a cross-sectional area of 84.1 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 1,190 cm³, and the elastic modulus Wel,y is 1,050 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 422 kNm before any stability check.

The second moment of area about the major axis, Iy, is 19,000 cm⁴, and about the minor axis Iz is 1,250 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 = 4.31 for the flange and cw/tw = 32.5 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 15.1 cm about the major axis and iz is 3.86 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 3.86 cm a 0.4 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 55.7 cm⁴, and the warping constant Iw is 0.38 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 330IPE O 330IPE A 360IPE 360IPE A 400IPE 400IPE O 400IPE V 400

Compare with other sections

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

vs UB 356×171×67

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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