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HE 340 AA - Section Properties

The HE 340 AA is a European wide-flange beam (HE) with a mass of 78.9 kg/m, an overall depth of 320 mm and width of 300 mm. It has a cross-sectional area of 100 cm², a second moment of area Iᵧ of 19600 cm⁴, a plastic modulus Wₚₗ,ᵧ of 1340 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
78.9 kg/m
Depth
320 mm
Width
300 mm
Area
100 cm²
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HE section profile showing the dimension symbols used for HE 340 AA

Dimension symbols for HE sections. Not to scale.

HE 340 AA section properties to EN 10365 · Continental Steel.

Geometry

Depth of sectionh320
Width of sectionb300
Web thicknesstw8.5
Flange thicknesstf11.5
Root fillet radiusr27
Depth between filletsd243

Mass and area

Mass per metremass78.9
Cross-sectional areaA100

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy19600
Elastic section modulus about y-axisWel,y1220
Plastic section modulus about y-axisWpl,y1340
Radius of gyration about y-axisiy14

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz5180
Elastic section modulus about z-axisWel,z346
Plastic section modulus about z-axisWpl,z529
Radius of gyration about z-axisiz7.18

Torsion and warping

Torsion constant (St Venant)It60
Warping constantIw1.23

Classification and stability

Flange local-buckling ratiocf/tf10.33
Web local-buckling ratiocw/tw28.6
Buckling parameteru7.675
Torsional indexX22.6

Detailing dimensions

End clearanceC6
Notch dimension NN156
Notch dimension nn40

Surface area

Surface area per metreSA/m1.78

Is HE 340 AA strong enough?

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

Passes - 59% utilised, deflection governs
Bending35%
150.5 / 433.1 kNm
Shear12%
92.6 / 782.7 kN
Deflection59%
10.7 / 18.1 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 340 AA

HE 340 AA has a mass of 78.9 kg/m, tabulated to EN 10365. A 12 m length therefore weighs about 947 kg, which is the figure to use for a steel take-off or when checking a lift.

HE 340 AA has a depth of 320 mm, a width of 300 mm, a web thickness of 8.5 mm, a flange thickness of 11.5 mm, with a cross-sectional area of 100 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 1,340 cm³, and the elastic modulus Wel,y is 1,220 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 476 kNm before any stability check.

The second moment of area about the major axis, Iy, is 19,600 cm⁴, and about the minor axis Iz is 5,180 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 = 10.33 for the flange and cw/tw = 28.6 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 14 cm about the major axis and iz is 7.18 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 7.18 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 60 cm⁴, and the warping constant Iw is 1.23 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 320 AHE 320 BHE 320 CHE 320 MHE 340 AHE 340 BHE 340 MHE 360 AA

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