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IPE 600 - Section Properties

The IPE 600 is a European I-beam (IPE) with a mass of 122 kg/m, an overall depth of 600 mm and width of 220 mm. It has a cross-sectional area of 156 cm², a second moment of area Iᵧ of 92100 cm⁴, a plastic modulus Wₚₗ,ᵧ of 3510 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
122 kg/m
Depth
600 mm
Width
220 mm
Area
156 cm²
Ask about capacity, buckling or detailing for IPE 600.
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IPE section profile showing the dimension symbols used for IPE 600

Dimension symbols for IPE sections. Not to scale.

IPE 600 section properties to EN 10365 · Continental Steel.

Geometry

Depth of sectionh600
Width of sectionb220
Web thicknesstw12
Flange thicknesstf19
Root fillet radiusr24
Depth between filletsd514

Mass and area

Mass per metremass122
Cross-sectional areaA156

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy92100
Elastic section modulus about y-axisWel,y3070
Plastic section modulus about y-axisWpl,y3510
Radius of gyration about y-axisiy24.3

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz3390
Elastic section modulus about z-axisWel,z308
Plastic section modulus about z-axisWpl,z486
Radius of gyration about z-axisiz4.66

Torsion and warping

Torsion constant (St Venant)It165
Warping constantIw2.85

Classification and stability

Flange local-buckling ratiocf/tf4.21
Web local-buckling ratiocw/tw42.8
Buckling parameteru6.51
Torsional indexX31.9

Detailing dimensions

End clearanceC8
Notch dimension NN114
Notch dimension nn44

Surface area

Surface area per metreSA/m2.01

Is IPE 600 strong enough?

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

Passes - 59% utilised, deflection governs
Bending30%
378.0 / 1246.0 kNm
Shear7%
126.0 / 1717.6 kN
Deflection59%
19.5 / 33.3 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 600

IPE 600 has a mass of 122 kg/m, tabulated to EN 10365. A 12 m length therefore weighs about 1464 kg, which is the figure to use for a steel take-off or when checking a lift.

IPE 600 has a depth of 600 mm, a width of 220 mm, a web thickness of 12 mm, a flange thickness of 19 mm, with a cross-sectional area of 156 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 3,510 cm³, and the elastic modulus Wel,y is 3,070 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 1246 kNm before any stability check.

The second moment of area about the major axis, Iy, is 92,100 cm⁴, and about the minor axis Iz is 3,390 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 = 4.21 for the flange and cw/tw = 42.8 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 24.3 cm about the major axis and iz is 4.66 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 4.66 cm a 0.5 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 165 cm⁴, and the warping constant Iw is 2.85 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 550IPE O 550IPE V 550IPE A 600IPE O 600IPE V 600IPE 750 x 134IPE 750 x 147

Compare with other sections

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

vs UB 610×229×125vs W 24X84vs S 24X90vs H-600x200x12x20-120

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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