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HE 140 AA - Section Properties

The HE 140 AA is a European wide-flange beam (HE) with a mass of 18.1 kg/m, an overall depth of 128 mm and width of 140 mm. It has a cross-sectional area of 23 cm², a second moment of area Iᵧ of 720 cm⁴, a plastic modulus Wₚₗ,ᵧ of 124 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
18.1 kg/m
Depth
128 mm
Width
140 mm
Area
23 cm²
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HE section profile showing the dimension symbols used for HE 140 AA

Dimension symbols for HE sections. Not to scale.

HE 140 AA section properties to EN 10365 · Continental Steel.

Geometry

Depth of sectionh128
Width of sectionb140
Web thicknesstw4.3
Flange thicknesstf6
Root fillet radiusr12
Depth between filletsd92

Mass and area

Mass per metremass18.1
Cross-sectional areaA23

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy720
Elastic section modulus about y-axisWel,y112
Plastic section modulus about y-axisWpl,y124
Radius of gyration about y-axisiy5.59

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz275
Elastic section modulus about z-axisWel,z39
Plastic section modulus about z-axisWpl,z59.9
Radius of gyration about z-axisiz3.45

Torsion and warping

Torsion constant (St Venant)It3.43
Warping constantIw0.0102

Classification and stability

Flange local-buckling ratiocf/tf9.31
Web local-buckling ratiocw/tw21.4
Buckling parameteru5.114
Torsional indexX17.8

Detailing dimensions

End clearanceC4
Notch dimension NN78
Notch dimension nn18

Surface area

Surface area per metreSA/m0.787

Is HE 140 AA strong enough?

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

Passes - 58% utilised, deflection governs
Bending35%
14.1 / 39.8 kNm
Shear14%
22.5 / 161.9 kN
Deflection58%
4.0 / 6.9 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 140 AA

HE 140 AA has a mass of 18.1 kg/m, tabulated to EN 10365. A 12 m length therefore weighs about 217 kg, which is the figure to use for a steel take-off or when checking a lift.

HE 140 AA has a depth of 128 mm, a width of 140 mm, a web thickness of 4.3 mm, a flange thickness of 6 mm, with a cross-sectional area of 23 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 124 cm³, and the elastic modulus Wel,y is 112 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 44 kNm before any stability check.

The second moment of area about the major axis, Iy, is 720 cm⁴, and about the minor axis Iz is 275 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 = 9.31 for the flange and cw/tw = 21.4 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 5.59 cm about the major axis and iz is 3.45 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 3.45 cm a 0.3 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 3.43 cm⁴, and the warping constant Iw is 0.0102 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 120 AHE 120 BHE 120 CHE 120 MHE 140 AHE 140 BHE 140 CHE 140 M

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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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