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IPE AA 140 - Section Properties

The IPE AA 140 is a European I-beam (IPE) with a mass of 10.1 kg/m, an overall depth of 136.6 mm and width of 73 mm. It has a cross-sectional area of 12.8 cm², a second moment of area Iᵧ of 407 cm⁴, a plastic modulus Wₚₗ,ᵧ of 67.6 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
10.1 kg/m
Depth
136.6 mm
Width
73 mm
Area
12.8 cm²
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IPE section profile showing the dimension symbols used for IPE AA 140

Dimension symbols for IPE sections. Not to scale.

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

Geometry

Depth of sectionh136.6
Width of sectionb73
Web thicknesstw3.8
Flange thicknesstf5.2
Root fillet radiusr7
Depth between filletsd112.2

Mass and area

Mass per metremass10.1
Cross-sectional areaA12.8

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy407
Elastic section modulus about y-axisWel,y59.7
Plastic section modulus about y-axisWpl,y67.6
Radius of gyration about y-axisiy5.64

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz33.8
Elastic section modulus about z-axisWel,z9
Plastic section modulus about z-axisWpl,z14.5
Radius of gyration about z-axisiz1.63

Torsion and warping

Torsion constant (St Venant)It1.15
Warping constantIw0.00146

Classification and stability

Flange local-buckling ratiocf/tf5.31
Web local-buckling ratiocw/tw29.5
Buckling parameteru3.818
Torsional indexX24.8

Detailing dimensions

End clearanceC4
Notch dimension NN46
Notch dimension nn14

Surface area

Surface area per metreSA/m0.546

Is IPE AA 140 strong enough?

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

Passes - 60% utilised, deflection governs
Bending34%
8.2 / 24.0 kNm
Shear10%
13.1 / 125.7 kN
Deflection60%
4.2 / 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 140

IPE AA 140 has a mass of 10.1 kg/m, tabulated to EN 10365. A 12 m length therefore weighs about 121 kg, which is the figure to use for a steel take-off or when checking a lift.

IPE AA 140 has a depth of 136.6 mm, a width of 73 mm, a web thickness of 3.8 mm, a flange thickness of 5.2 mm, with a cross-sectional area of 12.8 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 67.6 cm³, and the elastic modulus Wel,y is 59.7 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 24 kNm before any stability check.

The second moment of area about the major axis, Iy, is 407 cm⁴, and about the minor axis Iz is 33.8 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 = 5.31 for the flange and cw/tw = 29.5 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 5.64 cm about the major axis and iz is 1.63 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 1.63 cm a 0.2 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 1.15 cm⁴, and the warping constant Iw is 0.00146 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 100IPE AA 120IPE A 120IPE 120IPE A 140IPE 140IPE AA 160IPE A 160

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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