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IPE V 400 - Section Properties

The IPE V 400 is a European I-beam (IPE) with a mass of 84 kg/m, an overall depth of 408 mm and width of 182 mm. It has a cross-sectional area of 107 cm², a second moment of area Iᵧ of 30100 cm⁴, a plastic modulus Wₚₗ,ᵧ of 1680 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
84 kg/m
Depth
408 mm
Width
182 mm
Area
107 cm²
Ask about capacity, buckling or detailing for IPE V 400.
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IPE section profile showing the dimension symbols used for IPE V 400

Dimension symbols for IPE sections. Not to scale.

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

Geometry

Depth of sectionh408
Width of sectionb182
Web thicknesstw10.6
Flange thicknesstf17.5
Root fillet radiusr21
Depth between filletsd331

Mass and area

Mass per metremass84
Cross-sectional areaA107

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy30100
Elastic section modulus about y-axisWel,y1480
Plastic section modulus about y-axisWpl,y1680
Radius of gyration about y-axisiy16.8

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz1770
Elastic section modulus about z-axisWel,z194
Plastic section modulus about z-axisWpl,z304
Radius of gyration about z-axisiz4.06

Torsion and warping

Torsion constant (St Venant)It99.6
Warping constantIw0.673

Classification and stability

Flange local-buckling ratiocf/tf3.7
Web local-buckling ratiocw/tw31.2
Buckling parameteru6.074
Torsional indexX22.9

Detailing dimensions

End clearanceC7
Notch dimension NN96
Notch dimension nn40

Surface area

Surface area per metreSA/m1.49

Is IPE V 400 strong enough?

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

Passes - 61% utilised, deflection governs
Bending32%
192.0 / 596.4 kNm
Shear9%
96.0 / 1076.1 kN
Deflection61%
13.5 / 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 V 400

IPE V 400 has a mass of 84 kg/m, tabulated to EN 10365. A 12 m length therefore weighs about 1008 kg, which is the figure to use for a steel take-off or when checking a lift.

IPE V 400 has a depth of 408 mm, a width of 182 mm, a web thickness of 10.6 mm, a flange thickness of 17.5 mm, with a cross-sectional area of 107 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 1,680 cm³, and the elastic modulus Wel,y is 1,480 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 596 kNm before any stability check.

The second moment of area about the major axis, Iy, is 30,100 cm⁴, and about the minor axis Iz is 1,770 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 = 3.7 for the flange and cw/tw = 31.2 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 16.8 cm about the major axis and iz is 4.06 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 4.06 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 99.6 cm⁴, and the warping constant Iw is 0.673 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 360IPE A 400IPE 400IPE O 400IPE A 450IPE 450IPE O 450IPE V 450

Compare with other sections

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

vs UB 406×178×85vs W 16X57

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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