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HE 280 AA - Section Properties

The HE 280 AA is a European wide-flange beam (HE) with a mass of 61.2 kg/m, an overall depth of 264 mm and width of 280 mm. It has a cross-sectional area of 78 cm², a second moment of area Iᵧ of 10600 cm⁴, a plastic modulus Wₚₗ,ᵧ of 873 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
61.2 kg/m
Depth
264 mm
Width
280 mm
Area
78 cm²
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HE section profile showing the dimension symbols used for HE 280 AA

Dimension symbols for HE sections. Not to scale.

HE 280 AA section properties to EN 10365 · Continental Steel.

Geometry

Depth of sectionh264
Width of sectionb280
Web thicknesstw7
Flange thicknesstf10
Root fillet radiusr24
Depth between filletsd196

Mass and area

Mass per metremass61.2
Cross-sectional areaA78

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy10600
Elastic section modulus about y-axisWel,y800
Plastic section modulus about y-axisWpl,y873
Radius of gyration about y-axisiy11.6

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz3660
Elastic section modulus about z-axisWel,z262
Plastic section modulus about z-axisWpl,z399
Radius of gyration about z-axisiz6.85

Torsion and warping

Torsion constant (St Venant)It35.5
Warping constantIw0.59

Classification and stability

Flange local-buckling ratiocf/tf11.25
Web local-buckling ratiocw/tw28
Buckling parameteru7.299
Torsional indexX21.3

Detailing dimensions

End clearanceC6
Notch dimension NN148
Notch dimension nn34

Surface area

Surface area per metreSA/m1.59

Is HE 280 AA strong enough?

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

Passes - 60% utilised, deflection governs
Bending34%
96.4 / 284.0 kNm
Shear12%
70.1 / 563.6 kN
Deflection60%
9.1 / 15.3 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 280 AA

HE 280 AA has a mass of 61.2 kg/m, tabulated to EN 10365. A 12 m length therefore weighs about 734 kg, which is the figure to use for a steel take-off or when checking a lift.

HE 280 AA has a depth of 264 mm, a width of 280 mm, a web thickness of 7 mm, a flange thickness of 10 mm, with a cross-sectional area of 78 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 873 cm³, and the elastic modulus Wel,y is 800 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 310 kNm before any stability check.

The second moment of area about the major axis, Iy, is 10,600 cm⁴, and about the minor axis Iz is 3,660 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 = 11.25 for the flange and cw/tw = 28 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 11.6 cm about the major axis and iz is 6.85 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 6.85 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 35.5 cm⁴, and the warping constant Iw is 0.59 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 260 AHE 260 BHE 260 CHE 260 MHE 280 AHE 280 BHE 280 CHE 280 M

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