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IPE AA 120 - Section Properties

The IPE AA 120 is a European I-beam (IPE) with a mass of 8.4 kg/m, an overall depth of 117 mm and width of 64 mm. It has a cross-sectional area of 10.7 cm², a second moment of area Iᵧ of 244 cm⁴, a plastic modulus Wₚₗ,ᵧ of 47.6 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
8.4 kg/m
Depth
117 mm
Width
64 mm
Area
10.7 cm²
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IPE section profile showing the dimension symbols used for IPE AA 120

Dimension symbols for IPE sections. Not to scale.

IPE AA 120 section properties to EN 10365 · Continental Steel.

Geometry

Depth of sectionh117
Width of sectionb64
Web thicknesstw3.8
Flange thicknesstf4.8
Root fillet radiusr7
Depth between filletsd93.4

Mass and area

Mass per metremass8.4
Cross-sectional areaA10.7

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy244
Elastic section modulus about y-axisWel,y41.7
Plastic section modulus about y-axisWpl,y47.6
Radius of gyration about y-axisiy4.79

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz21.1
Elastic section modulus about z-axisWel,z7
Plastic section modulus about z-axisWpl,z10.4
Radius of gyration about z-axisiz1.41

Torsion and warping

Torsion constant (St Venant)It0.89
Warping constantIw0.00066

Classification and stability

Flange local-buckling ratiocf/tf4.81
Web local-buckling ratiocw/tw24.6
Buckling parameteru3.536
Torsional indexX21.9

Detailing dimensions

End clearanceC4
Notch dimension NN42
Notch dimension nn12

Surface area

Surface area per metreSA/m0.47

Is IPE AA 120 strong enough?

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

Passes - 57% utilised, deflection governs
Bending28%
4.7 / 16.9 kNm
Shear7%
7.5 / 110.9 kN
Deflection57%
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 IPE AA 120

IPE AA 120 has a mass of 8.4 kg/m, tabulated to EN 10365. A 12 m length therefore weighs about 101 kg, which is the figure to use for a steel take-off or when checking a lift.

IPE AA 120 has a depth of 117 mm, a width of 64 mm, a web thickness of 3.8 mm, a flange thickness of 4.8 mm, with a cross-sectional area of 10.7 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 47.6 cm³, and the elastic modulus Wel,y is 41.7 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 17 kNm before any stability check.

The second moment of area about the major axis, Iy, is 244 cm⁴, and about the minor axis Iz is 21.1 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 = 4.81 for the flange and cw/tw = 24.6 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 4.79 cm about the major axis and iz is 1.41 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 1.41 cm a 0.1 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 0.89 cm⁴, and the warping constant Iw is 0.00066 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 IPE sizes

IPE 80IPE AA 100IPE A 100IPE 100IPE A 120IPE 120IPE AA 140IPE A 140

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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