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HE 900 AA - Section Properties

The HE 900 AA is a European wide-flange beam (HE) with a mass of 198 kg/m, an overall depth of 870 mm and width of 300 mm. It has a cross-sectional area of 252 cm², a second moment of area Iᵧ of 301000 cm⁴, a plastic modulus Wₚₗ,ᵧ of 8000 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
198 kg/m
Depth
870 mm
Width
300 mm
Area
252 cm²
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HE section profile showing the dimension symbols used for HE 900 AA

Dimension symbols for HE sections. Not to scale.

HE 900 AA section properties to EN 10365 · Continental Steel.

Geometry

Depth of sectionh870
Width of sectionb300
Web thicknesstw15
Flange thicknesstf20
Root fillet radiusr30
Depth between filletsd770

Mass and area

Mass per metremass198
Cross-sectional areaA252

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy301000
Elastic section modulus about y-axisWel,y6920
Plastic section modulus about y-axisWpl,y8000
Radius of gyration about y-axisiy34.6

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz9040
Elastic section modulus about z-axisWel,z603
Plastic section modulus about z-axisWpl,z958
Radius of gyration about z-axisiz5.99

Torsion and warping

Torsion constant (St Venant)It322
Warping constantIw16.3

Classification and stability

Flange local-buckling ratiocf/tf5.63
Web local-buckling ratiocw/tw51.3
Buckling parameteru7.357
Torsional indexX42.5

Detailing dimensions

End clearanceC10
Notch dimension NN154
Notch dimension nn50

Surface area

Surface area per metreSA/m2.86

Is HE 900 AA strong enough?

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

Passes - 60% utilised, deflection governs
Bending45%
1269.0 / 2840.0 kNm
Shear14%
423.0 / 3012.9 kN
Deflection60%
20.1 / 33.3 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 900 AA

HE 900 AA has a mass of 198 kg/m, tabulated to EN 10365. A 12 m length therefore weighs about 2376 kg, which is the figure to use for a steel take-off or when checking a lift.

HE 900 AA has a depth of 870 mm, a width of 300 mm, a web thickness of 15 mm, a flange thickness of 20 mm, with a cross-sectional area of 252 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 8,000 cm³, and the elastic modulus Wel,y is 6,920 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 2840 kNm before any stability check.

The second moment of area about the major axis, Iy, is 301,000 cm⁴, and about the minor axis Iz is 9,040 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 = 5.63 for the flange and cw/tw = 51.3 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 34.6 cm about the major axis and iz is 5.99 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 5.99 cm a 0.6 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 322 cm⁴, and the warping constant Iw is 16.3 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 800 BHE 800 MHE 800 x 373HE 800 x 444HE 900 AHE 900 BHE 900 MHE 900 x 391

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📘 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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