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IPE A 360 - Section Properties

The IPE A 360 is a European I-beam (IPE) with a mass of 50.2 kg/m, an overall depth of 357.6 mm and width of 170 mm. It has a cross-sectional area of 64 cm², a second moment of area Iᵧ of 14500 cm⁴, a plastic modulus Wₚₗ,ᵧ of 907 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
50.2 kg/m
Depth
357.6 mm
Width
170 mm
Area
64 cm²
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IPE section profile showing the dimension symbols used for IPE A 360

Dimension symbols for IPE sections. Not to scale.

IPE A 360 section properties to EN 10365 · Continental Steel.

Geometry

Depth of sectionh357.6
Width of sectionb170
Web thicknesstw6.6
Flange thicknesstf11.5
Root fillet radiusr18
Depth between filletsd298.6

Mass and area

Mass per metremass50.2
Cross-sectional areaA64

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy14500
Elastic section modulus about y-axisWel,y812
Plastic section modulus about y-axisWpl,y907
Radius of gyration about y-axisiy15.1

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz944
Elastic section modulus about z-axisWel,z111
Plastic section modulus about z-axisWpl,z172
Radius of gyration about z-axisiz3.84

Torsion and warping

Torsion constant (St Venant)It27.4
Warping constantIw0.282

Classification and stability

Flange local-buckling ratiocf/tf5.54
Web local-buckling ratiocw/tw45.2
Buckling parameteru5.911
Torsional indexX29.9

Detailing dimensions

End clearanceC5
Notch dimension NN92
Notch dimension nn30

Surface area

Surface area per metreSA/m1.35

Is IPE A 360 strong enough?

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

Passes - 58% utilised, deflection governs
Bending31%
101.1 / 322.0 kNm
Shear9%
57.8 / 610.8 kN
Deflection58%
11.3 / 19.4 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 360

IPE A 360 has a mass of 50.2 kg/m, tabulated to EN 10365. A 12 m length therefore weighs about 602 kg, which is the figure to use for a steel take-off or when checking a lift.

IPE A 360 has a depth of 357.6 mm, a width of 170 mm, a web thickness of 6.6 mm, a flange thickness of 11.5 mm, with a cross-sectional area of 64 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 907 cm³, and the elastic modulus Wel,y is 812 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 322 kNm before any stability check.

The second moment of area about the major axis, Iy, is 14,500 cm⁴, and about the minor axis Iz is 944 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 = 5.54 for the flange and cw/tw = 45.2 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 15.1 cm about the major axis and iz is 3.84 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 3.84 cm a 0.4 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 27.4 cm⁴, and the warping constant Iw is 0.282 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 O 300IPE A 330IPE 330IPE O 330IPE 360IPE O 360IPE A 400IPE 400

Compare with other sections

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

vs UB 356×171×51vs W 14X34

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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