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HE 400 AA - Section Properties

The HE 400 AA is a European wide-flange beam (HE) with a mass of 92.4 kg/m, an overall depth of 378 mm and width of 300 mm. It has a cross-sectional area of 118 cm², a second moment of area Iᵧ of 31200 cm⁴, a plastic modulus Wₚₗ,ᵧ of 1820 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
92.4 kg/m
Depth
378 mm
Width
300 mm
Area
118 cm²
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HE section profile showing the dimension symbols used for HE 400 AA

Dimension symbols for HE sections. Not to scale.

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

Geometry

Depth of sectionh378
Width of sectionb300
Web thicknesstw9.5
Flange thicknesstf13
Root fillet radiusr27
Depth between filletsd298

Mass and area

Mass per metremass92.4
Cross-sectional areaA118

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy31200
Elastic section modulus about y-axisWel,y1650
Plastic section modulus about y-axisWpl,y1820
Radius of gyration about y-axisiy16.3

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz5860
Elastic section modulus about z-axisWel,z391
Plastic section modulus about z-axisWpl,z600
Radius of gyration about z-axisiz7.06

Torsion and warping

Torsion constant (St Venant)It81.3
Warping constantIw1.95

Classification and stability

Flange local-buckling ratiocf/tf9.1
Web local-buckling ratiocw/tw31.4
Buckling parameteru7.778
Torsional indexX24.8

Detailing dimensions

End clearanceC7
Notch dimension NN156
Notch dimension nn40

Surface area

Surface area per metreSA/m1.89

Is HE 400 AA strong enough?

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

Passes - 60% utilised, deflection governs
Bending36%
210.9 / 585.8 kNm
Shear11%
112.5 / 989.0 kN
Deflection60%
12.6 / 20.8 mm

Class 3 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 AA

HE 400 AA has a mass of 92.4 kg/m, tabulated to EN 10365. A 12 m length therefore weighs about 1109 kg, which is the figure to use for a steel take-off or when checking a lift.

HE 400 AA has a depth of 378 mm, a width of 300 mm, a web thickness of 9.5 mm, a flange thickness of 13 mm, with a cross-sectional area of 118 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 1,820 cm³, and the elastic modulus Wel,y is 1,650 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 646 kNm before any stability check.

The second moment of area about the major axis, Iy, is 31,200 cm⁴, and about the minor axis Iz is 5,860 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 = 9.1 for the flange and cw/tw = 31.4 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 16.3 cm about the major axis and iz is 7.06 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 7.06 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 81.3 cm⁴, and the warping constant Iw is 1.95 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 AAHE 360 AHE 360 BHE 360 MHE 400 AHE 400 BHE 400 MHE 450 AA

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