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HE 400 A - Section Properties

The HE 400 A is a European wide-flange beam (HE) with a mass of 125 kg/m, an overall depth of 390 mm and width of 300 mm. It has a cross-sectional area of 159 cm², a second moment of area Iᵧ of 45100 cm⁴, a plastic modulus Wₚₗ,ᵧ of 2560 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
125 kg/m
Depth
390 mm
Width
300 mm
Area
159 cm²
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HE section profile showing the dimension symbols used for HE 400 A

Dimension symbols for HE sections. Not to scale.

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

Geometry

Depth of sectionh390
Width of sectionb300
Web thicknesstw11
Flange thicknesstf19
Root fillet radiusr27
Depth between filletsd298

Mass and area

Mass per metremass125
Cross-sectional areaA159

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy45100
Elastic section modulus about y-axisWel,y2310
Plastic section modulus about y-axisWpl,y2560
Radius of gyration about y-axisiy16.8

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz8560
Elastic section modulus about z-axisWel,z571
Plastic section modulus about z-axisWpl,z873
Radius of gyration about z-axisiz7.34

Torsion and warping

Torsion constant (St Venant)It193
Warping constantIw2.94

Classification and stability

Flange local-buckling ratiocf/tf6.18
Web local-buckling ratiocw/tw27.1
Buckling parameteru7.951
Torsional indexX19

Detailing dimensions

End clearanceC8
Notch dimension NN156
Notch dimension nn46

Surface area

Surface area per metreSA/m1.91

Is HE 400 A strong enough?

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

Passes - 61% utilised, deflection governs
Bending32%
288.0 / 908.8 kNm
Shear12%
144.0 / 1175.4 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 HE 400 A

HE 400 A has a mass of 125 kg/m, tabulated to EN 10365. A 12 m length therefore weighs about 1500 kg, which is the figure to use for a steel take-off or when checking a lift.

HE 400 A has a depth of 390 mm, a width of 300 mm, a web thickness of 11 mm, a flange thickness of 19 mm, with a cross-sectional area of 159 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 2,560 cm³, and the elastic modulus Wel,y is 2,310 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 909 kNm before any stability check.

The second moment of area about the major axis, Iy, is 45,100 cm⁴, and about the minor axis Iz is 8,560 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 = 6.18 for the flange and cw/tw = 27.1 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 16.8 cm about the major axis and iz is 7.34 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 7.34 cm a 0.7 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 193 cm⁴, and the warping constant Iw is 2.94 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 HE sizes

HE 360 AHE 360 BHE 360 MHE 400 AAHE 400 BHE 400 MHE 450 AAHE 450 A

Compare with other sections

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

vs HP 16X88vs H-400x300x12x19

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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