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IPE A 160 - Section Properties

The IPE A 160 is a European I-beam (IPE) with a mass of 12.7 kg/m, an overall depth of 157 mm and width of 82 mm. It has a cross-sectional area of 16.2 cm², a second moment of area Iᵧ of 689 cm⁴, a plastic modulus Wₚₗ,ᵧ of 99.1 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
12.7 kg/m
Depth
157 mm
Width
82 mm
Area
16.2 cm²
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IPE section profile showing the dimension symbols used for IPE A 160

Dimension symbols for IPE sections. Not to scale.

IPE A 160 section properties to EN 10365 · Continental Steel.

Geometry

Depth of sectionh157
Width of sectionb82
Web thicknesstw4
Flange thicknesstf5.9
Root fillet radiusr9
Depth between filletsd127.2

Mass and area

Mass per metremass12.7
Cross-sectional areaA16.2

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy689
Elastic section modulus about y-axisWel,y87.8
Plastic section modulus about y-axisWpl,y99.1
Radius of gyration about y-axisiy6.53

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz54.4
Elastic section modulus about z-axisWel,z13
Plastic section modulus about z-axisWpl,z20.7
Radius of gyration about z-axisiz1.83

Torsion and warping

Torsion constant (St Venant)It1.93
Warping constantIw0.00309

Classification and stability

Flange local-buckling ratiocf/tf5.08
Web local-buckling ratiocw/tw31.8
Buckling parameteru4.062
Torsional indexX24.7

Detailing dimensions

End clearanceC4
Notch dimension NN50
Notch dimension nn16

Surface area

Surface area per metreSA/m0.619

Is IPE A 160 strong enough?

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

Passes - 61% utilised, deflection governs
Bending34%
11.8 / 35.2 kNm
Shear10%
15.8 / 160.3 kN
Deflection61%
5.1 / 8.3 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 A 160

IPE A 160 has a mass of 12.7 kg/m, tabulated to EN 10365. A 12 m length therefore weighs about 152 kg, which is the figure to use for a steel take-off or when checking a lift.

IPE A 160 has a depth of 157 mm, a width of 82 mm, a web thickness of 4 mm, a flange thickness of 5.9 mm, with a cross-sectional area of 16.2 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 99.1 cm³, and the elastic modulus Wel,y is 87.8 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 35 kNm before any stability check.

The second moment of area about the major axis, Iy, is 689 cm⁴, and about the minor axis Iz is 54.4 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 = 5.08 for the flange and cw/tw = 31.8 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 6.53 cm about the major axis and iz is 1.83 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 1.83 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 1.93 cm⁴, and the warping constant Iw is 0.00309 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 AA 140IPE A 140IPE 140IPE AA 160IPE 160IPE AA 180IPE A 180IPE 180

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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