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IPE O 400 - Section Properties

The IPE O 400 is a European I-beam (IPE) with a mass of 75.7 kg/m, an overall depth of 404 mm and width of 182 mm. It has a cross-sectional area of 96.4 cm², a second moment of area Iᵧ of 26800 cm⁴, a plastic modulus Wₚₗ,ᵧ of 1500 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
75.7 kg/m
Depth
404 mm
Width
182 mm
Area
96.4 cm²
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IPE section profile showing the dimension symbols used for IPE O 400

Dimension symbols for IPE sections. Not to scale.

IPE O 400 section properties to EN 10365 · Continental Steel.

Geometry

Depth of sectionh404
Width of sectionb182
Web thicknesstw9.7
Flange thicknesstf15.5
Root fillet radiusr21
Depth between filletsd331

Mass and area

Mass per metremass75.7
Cross-sectional areaA96.4

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy26800
Elastic section modulus about y-axisWel,y1320
Plastic section modulus about y-axisWpl,y1500
Radius of gyration about y-axisiy16.7

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz1560
Elastic section modulus about z-axisWel,z172
Plastic section modulus about z-axisWpl,z269
Radius of gyration about z-axisiz4.03

Torsion and warping

Torsion constant (St Venant)It73.3
Warping constantIw0.588

Classification and stability

Flange local-buckling ratiocf/tf4.2
Web local-buckling ratiocw/tw34.1
Buckling parameteru6.046
Torsional indexX25.1

Detailing dimensions

End clearanceC7
Notch dimension NN98
Notch dimension nn38

Surface area

Surface area per metreSA/m1.48

Is IPE O 400 strong enough?

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

✅Passes - 60% utilised, deflection governs
Bending32%
168.0 / 532.5 kNm
Shear9%
84.0 / 983.7 kN
Deflection60%
13.3 / 22.2 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 400

IPE O 400 has a mass of 75.7 kg/m, tabulated to EN 10365. A 12 m length therefore weighs about 908 kg, which is the figure to use for a steel take-off or when checking a lift.

IPE O 400 has a depth of 404 mm, a width of 182 mm, a web thickness of 9.7 mm, a flange thickness of 15.5 mm, with a cross-sectional area of 96.4 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 1,500 cm³, and the elastic modulus Wel,y is 1,320 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 533 kNm before any stability check.

The second moment of area about the major axis, Iy, is 26,800 cm⁴, and about the minor axis Iz is 1,560 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 = 4.2 for the flange and cw/tw = 34.1 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 16.7 cm about the major axis and iz is 4.03 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 4.03 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 73.3 cm⁴, and the warping constant Iw is 0.588 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 360IPE O 360IPE A 400IPE 400IPE V 400IPE A 450IPE 450IPE O 450

Compare with other sections

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

vs UB 406×178×74 →vs W 16X50 →

Learn more

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