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HE 160 AA - Section Properties

The HE 160 AA is a European wide-flange beam (HE) with a mass of 23.8 kg/m, an overall depth of 148 mm and width of 160 mm. It has a cross-sectional area of 30.4 cm², a second moment of area Iᵧ of 1280 cm⁴, a plastic modulus Wₚₗ,ᵧ of 190 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
23.8 kg/m
Depth
148 mm
Width
160 mm
Area
30.4 cm²
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HE section profile showing the dimension symbols used for HE 160 AA

Dimension symbols for HE sections. Not to scale.

HE 160 AA section properties to EN 10365 · Continental Steel.

Geometry

Depth of sectionh148
Width of sectionb160
Web thicknesstw4.5
Flange thicknesstf7
Root fillet radiusr15
Depth between filletsd104

Mass and area

Mass per metremass23.8
Cross-sectional areaA30.4

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy1280
Elastic section modulus about y-axisWel,y173
Plastic section modulus about y-axisWpl,y190
Radius of gyration about y-axisiy6.5

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz479
Elastic section modulus about z-axisWel,z60
Plastic section modulus about z-axisWpl,z91.4
Radius of gyration about z-axisiz3.97

Torsion and warping

Torsion constant (St Venant)It6.43
Warping constantIw0.0238

Classification and stability

Flange local-buckling ratiocf/tf8.96
Web local-buckling ratiocw/tw23.1
Buckling parameteru5.504
Torsional indexX17.3

Detailing dimensions

End clearanceC4
Notch dimension NN88
Notch dimension nn22

Surface area

Surface area per metreSA/m0.901

Is HE 160 AA strong enough?

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

Passes - 61% utilised, deflection governs
Bending36%
21.9 / 61.4 kNm
Shear14%
29.3 / 213.5 kN
Deflection61%
5.1 / 8.3 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 160 AA

HE 160 AA has a mass of 23.8 kg/m, tabulated to EN 10365. A 12 m length therefore weighs about 286 kg, which is the figure to use for a steel take-off or when checking a lift.

HE 160 AA has a depth of 148 mm, a width of 160 mm, a web thickness of 4.5 mm, a flange thickness of 7 mm, with a cross-sectional area of 30.4 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 190 cm³, and the elastic modulus Wel,y is 173 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 67 kNm before any stability check.

The second moment of area about the major axis, Iy, is 1,280 cm⁴, and about the minor axis Iz is 479 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 = 8.96 for the flange and cw/tw = 23.1 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 6.5 cm about the major axis and iz is 3.97 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 3.97 cm a 0.4 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 6.43 cm⁴, and the warping constant Iw is 0.0238 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 140 AHE 140 BHE 140 CHE 140 MHE 160 AHE 160 BHE 160 CHE 160 M

Compare with other sections

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

vs W 6X16

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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