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HE 1000 AA - Section Properties

The HE 1000 AA is a European wide-flange beam (HE) with a mass of 222 kg/m, an overall depth of 970 mm and width of 300 mm. It has a cross-sectional area of 282 cm², a second moment of area Iᵧ of 406000 cm⁴, a plastic modulus Wₚₗ,ᵧ of 9780 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
222 kg/m
Depth
970 mm
Width
300 mm
Area
282 cm²
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HE section profile showing the dimension symbols used for HE 1000 AA

Dimension symbols for HE sections. Not to scale.

HE 1000 AA section properties to EN 10365 · Continental Steel.

Geometry

Depth of sectionh970
Width of sectionb300
Web thicknesstw16
Flange thicknesstf21
Root fillet radiusr30
Depth between filletsd868

Mass and area

Mass per metremass222
Cross-sectional areaA282

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy406000
Elastic section modulus about y-axisWel,y8380
Plastic section modulus about y-axisWpl,y9780
Radius of gyration about y-axisiy38

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz9500
Elastic section modulus about z-axisWel,z633
Plastic section modulus about z-axisWpl,z1020
Radius of gyration about z-axisiz5.8

Torsion and warping

Torsion constant (St Venant)It387
Warping constantIw21.3

Classification and stability

Flange local-buckling ratiocf/tf5.33
Web local-buckling ratiocw/tw54.3
Buckling parameteru7.235
Torsional indexX45.7

Detailing dimensions

End clearanceC10
Notch dimension NN152
Notch dimension nn52

Surface area

Surface area per metreSA/m3.06

Is HE 1000 AA strong enough?

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

Passes - 60% utilised, deflection governs
Bending49%
1701.0 / 3471.9 kNm
Shear16%
567.0 / 3524.5 kN
Deflection60%
20.0 / 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 1000 AA

HE 1000 AA has a mass of 222 kg/m, tabulated to EN 10365. A 12 m length therefore weighs about 2664 kg, which is the figure to use for a steel take-off or when checking a lift.

HE 1000 AA has a depth of 970 mm, a width of 300 mm, a web thickness of 16 mm, a flange thickness of 21 mm, with a cross-sectional area of 282 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 9,780 cm³, and the elastic modulus Wel,y is 8,380 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 3472 kNm before any stability check.

The second moment of area about the major axis, Iy, is 406,000 cm⁴, and about the minor axis Iz is 9,500 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 = 5.33 for the flange and cw/tw = 54.3 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 38 cm about the major axis and iz is 5.8 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 5.8 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 387 cm⁴, and the warping constant Iw is 21.3 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 900 BHE 900 MHE 900 x 391HE 900 x 466HE 1000 x 249HE 1000 AHE 1000 BHE 1000 M

Compare with other sections

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

vs UB 1016×305×222vs W 40X149

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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