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IPE A 400 - Section Properties

The IPE A 400 is a European I-beam (IPE) with a mass of 57.4 kg/m, an overall depth of 397 mm and width of 180 mm. It has a cross-sectional area of 73.1 cm², a second moment of area Iᵧ of 20300 cm⁴, a plastic modulus Wₚₗ,ᵧ of 1140 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
57.4 kg/m
Depth
397 mm
Width
180 mm
Area
73.1 cm²
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IPE section profile showing the dimension symbols used for IPE A 400

Dimension symbols for IPE sections. Not to scale.

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

Geometry

Depth of sectionh397
Width of sectionb180
Web thicknesstw7
Flange thicknesstf12
Root fillet radiusr21
Depth between filletsd331

Mass and area

Mass per metremass57.4
Cross-sectional areaA73.1

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy20300
Elastic section modulus about y-axisWel,y1020
Plastic section modulus about y-axisWpl,y1140
Radius of gyration about y-axisiy16.7

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz1170
Elastic section modulus about z-axisWel,z130
Plastic section modulus about z-axisWpl,z202
Radius of gyration about z-axisiz4

Torsion and warping

Torsion constant (St Venant)It36.2
Warping constantIw0.432

Classification and stability

Flange local-buckling ratiocf/tf5.46
Web local-buckling ratiocw/tw47.3
Buckling parameteru6.041
Torsional indexX30.9

Detailing dimensions

End clearanceC6
Notch dimension NN98
Notch dimension nn34

Surface area

Surface area per metreSA/m1.46

Is IPE A 400 strong enough?

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

Passes - 62% utilised, deflection governs
Bending33%
132.0 / 404.7 kNm
Shear9%
66.0 / 733.3 kN
Deflection62%
13.8 / 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 A 400

IPE A 400 has a mass of 57.4 kg/m, tabulated to EN 10365. A 12 m length therefore weighs about 689 kg, which is the figure to use for a steel take-off or when checking a lift.

IPE A 400 has a depth of 397 mm, a width of 180 mm, a web thickness of 7 mm, a flange thickness of 12 mm, with a cross-sectional area of 73.1 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 1,140 cm³, and the elastic modulus Wel,y is 1,020 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 405 kNm before any stability check.

The second moment of area about the major axis, Iy, is 20,300 cm⁴, and about the minor axis Iz is 1,170 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 = 5.46 for the flange and cw/tw = 47.3 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 16.7 cm about the major axis and iz is 4 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 4 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 36.2 cm⁴, and the warping constant Iw is 0.432 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 O 330IPE A 360IPE 360IPE O 360IPE 400IPE O 400IPE V 400IPE A 450

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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