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IPE 160 - Section Properties

The IPE 160 is a European I-beam (IPE) with a mass of 15.8 kg/m, an overall depth of 160 mm and width of 82 mm. It has a cross-sectional area of 20.1 cm², a second moment of area Iᵧ of 869 cm⁴, a plastic modulus Wₚₗ,ᵧ of 124 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
15.8 kg/m
Depth
160 mm
Width
82 mm
Area
20.1 cm²
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IPE section profile showing the dimension symbols used for IPE 160

Dimension symbols for IPE sections. Not to scale.

IPE 160 section properties to EN 10365 · Continental Steel.

Geometry

Depth of sectionh160
Width of sectionb82
Web thicknesstw5
Flange thicknesstf7.4
Root fillet radiusr9
Depth between filletsd127.2

Mass and area

Mass per metremass15.8
Cross-sectional areaA20.1

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy869
Elastic section modulus about y-axisWel,y109
Plastic section modulus about y-axisWpl,y124
Radius of gyration about y-axisiy6.58

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz68.3
Elastic section modulus about z-axisWel,z17
Plastic section modulus about z-axisWpl,z26.1
Radius of gyration about z-axisiz1.84

Torsion and warping

Torsion constant (St Venant)It3.54
Warping constantIw0.00396

Classification and stability

Flange local-buckling ratiocf/tf3.99
Web local-buckling ratiocw/tw25.4
Buckling parameteru4.075
Torsional indexX20.5

Detailing dimensions

End clearanceC5
Notch dimension NN50
Notch dimension nn18

Surface area

Surface area per metreSA/m0.623

Is IPE 160 strong enough?

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

Passes - 59% utilised, deflection governs
Bending33%
14.3 / 44.0 kNm
Shear10%
19.1 / 198.1 kN
Deflection59%
4.9 / 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 160

IPE 160 has a mass of 15.8 kg/m, tabulated to EN 10365. A 12 m length therefore weighs about 190 kg, which is the figure to use for a steel take-off or when checking a lift.

IPE 160 has a depth of 160 mm, a width of 82 mm, a web thickness of 5 mm, a flange thickness of 7.4 mm, with a cross-sectional area of 20.1 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 124 cm³, and the elastic modulus Wel,y is 109 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 44 kNm before any stability check.

The second moment of area about the major axis, Iy, is 869 cm⁴, and about the minor axis Iz is 68.3 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 = 3.99 for the flange and cw/tw = 25.4 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 6.58 cm about the major axis and iz is 1.84 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 1.84 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 3.54 cm⁴, and the warping constant Iw is 0.00396 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 A 140IPE 140IPE AA 160IPE A 160IPE AA 180IPE A 180IPE 180IPE O 180

Compare with other sections

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

vs UB 152×89×16

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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