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HE 120 A - Section Properties

The HE 120 A is a European wide-flange beam (HE) with a mass of 19.9 kg/m, an overall depth of 114 mm and width of 120 mm. It has a cross-sectional area of 25.3 cm², a second moment of area Iᵧ of 606 cm⁴, a plastic modulus Wₚₗ,ᵧ of 120 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
19.9 kg/m
Depth
114 mm
Width
120 mm
Area
25.3 cm²
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HE section profile showing the dimension symbols used for HE 120 A

Dimension symbols for HE sections. Not to scale.

HE 120 A section properties to EN 10365 · Continental Steel.

Geometry

Depth of sectionh114
Width of sectionb120
Web thicknesstw5
Flange thicknesstf8
Root fillet radiusr12
Depth between filletsd74

Mass and area

Mass per metremass19.9
Cross-sectional areaA25.3

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy606
Elastic section modulus about y-axisWel,y106
Plastic section modulus about y-axisWpl,y120
Radius of gyration about y-axisiy4.89

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz231
Elastic section modulus about z-axisWel,z39
Plastic section modulus about z-axisWpl,z58.8
Radius of gyration about z-axisiz3.02

Torsion and warping

Torsion constant (St Venant)It6.04
Warping constantIw0.00647

Classification and stability

Flange local-buckling ratiocf/tf5.69
Web local-buckling ratiocw/tw14.8
Buckling parameteru4.789
Torsional indexX12.3

Detailing dimensions

End clearanceC5
Notch dimension NN68
Notch dimension nn20

Surface area

Surface area per metreSA/m0.677

Is HE 120 A strong enough?

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

Passes - 58% utilised, deflection governs
Bending28%
11.7 / 42.6 kNm
Shear11%
18.8 / 172.6 kN
Deflection58%
4.0 / 6.9 mm

Class 1 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 120 A

HE 120 A has a mass of 19.9 kg/m, tabulated to EN 10365. A 12 m length therefore weighs about 239 kg, which is the figure to use for a steel take-off or when checking a lift.

HE 120 A has a depth of 114 mm, a width of 120 mm, a web thickness of 5 mm, a flange thickness of 8 mm, with a cross-sectional area of 25.3 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 120 cm³, and the elastic modulus Wel,y is 106 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 43 kNm before any stability check.

The second moment of area about the major axis, Iy, is 606 cm⁴, and about the minor axis Iz is 231 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 = 5.69 for the flange and cw/tw = 14.8 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 4.89 cm about the major axis and iz is 3.02 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 3.02 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 6.04 cm⁴, and the warping constant Iw is 0.00647 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 100 BHE 100 CHE 100 MHE 120 AAHE 120 BHE 120 CHE 120 MHE 140 AA

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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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