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HE 260 A - Section Properties

The HE 260 A is a European wide-flange beam (HE) with a mass of 68.2 kg/m, an overall depth of 250 mm and width of 260 mm. It has a cross-sectional area of 86.8 cm², a second moment of area Iᵧ of 10400 cm⁴, a plastic modulus Wₚₗ,ᵧ of 920 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
68.2 kg/m
Depth
250 mm
Width
260 mm
Area
86.8 cm²
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HE section profile showing the dimension symbols used for HE 260 A

Dimension symbols for HE sections. Not to scale.

HE 260 A section properties to EN 10365 · Continental Steel.

Geometry

Depth of sectionh250
Width of sectionb260
Web thicknesstw7.5
Flange thicknesstf12.5
Root fillet radiusr24
Depth between filletsd177

Mass and area

Mass per metremass68.2
Cross-sectional areaA86.8

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy10400
Elastic section modulus about y-axisWel,y836
Plastic section modulus about y-axisWpl,y920
Radius of gyration about y-axisiy11

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz3670
Elastic section modulus about z-axisWel,z282
Plastic section modulus about z-axisWpl,z430
Radius of gyration about z-axisiz6.5

Torsion and warping

Torsion constant (St Venant)It54.2
Warping constantIw0.516

Classification and stability

Flange local-buckling ratiocf/tf8.18
Web local-buckling ratiocw/tw23.6
Buckling parameteru7.112
Torsional indexX17

Detailing dimensions

End clearanceC6
Notch dimension NN138
Notch dimension nn38

Surface area

Surface area per metreSA/m1.48

Is HE 260 A strong enough?

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

Passes - 59% utilised, deflection governs
Bending35%
103.1 / 296.8 kNm
Shear14%
82.5 / 589.0 kN
Deflection59%
8.2 / 13.9 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 260 A

HE 260 A has a mass of 68.2 kg/m, tabulated to EN 10365. A 12 m length therefore weighs about 818 kg, which is the figure to use for a steel take-off or when checking a lift.

HE 260 A has a depth of 250 mm, a width of 260 mm, a web thickness of 7.5 mm, a flange thickness of 12.5 mm, with a cross-sectional area of 86.8 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 920 cm³, and the elastic modulus Wel,y is 836 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 327 kNm before any stability check.

The second moment of area about the major axis, Iy, is 10,400 cm⁴, and about the minor axis Iz is 3,670 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 = 8.18 for the flange and cw/tw = 23.6 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 cm about the major axis and iz is 6.5 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 6.5 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 54.2 cm⁴, and the warping constant Iw is 0.516 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 240 BHE 240 CHE 240 MHE 260 AAHE 260 BHE 260 CHE 260 MHE 280 AA

Compare with other sections

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

vs W 10X45vs H-250x250x9x14-71.8

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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