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IPE V 600 - Section Properties

The IPE V 600 is a European I-beam (IPE) with a mass of 184 kg/m, an overall depth of 618 mm and width of 228 mm. It has a cross-sectional area of 234 cm², a second moment of area Iᵧ of 142000 cm⁴, a plastic modulus Wₚₗ,ᵧ of 5320 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
184 kg/m
Depth
618 mm
Width
228 mm
Area
234 cm²
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IPE section profile showing the dimension symbols used for IPE V 600

Dimension symbols for IPE sections. Not to scale.

IPE V 600 section properties to EN 10365 · Continental Steel.

Geometry

Depth of sectionh618
Width of sectionb228
Web thicknesstw18
Flange thicknesstf28
Root fillet radiusr24
Depth between filletsd514

Mass and area

Mass per metremass184
Cross-sectional areaA234

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy142000
Elastic section modulus about y-axisWel,y4580
Plastic section modulus about y-axisWpl,y5320
Radius of gyration about y-axisiy24.6

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz5570
Elastic section modulus about z-axisWel,z488
Plastic section modulus about z-axisWpl,z780
Radius of gyration about z-axisiz4.88

Torsion and warping

Torsion constant (St Venant)It506
Warping constantIw4.85

Classification and stability

Flange local-buckling ratiocf/tf2.89
Web local-buckling ratiocw/tw28.6
Buckling parameteru6.653
Torsional indexX22.7

Detailing dimensions

End clearanceC11
Notch dimension NN116
Notch dimension nn52

Surface area

Surface area per metreSA/m2.07

Is IPE V 600 strong enough?

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

Passes - 60% utilised, deflection governs
Bending31%
594.0 / 1888.6 kNm
Shear8%
198.0 / 2557.9 kN
Deflection60%
19.9 / 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 V 600

IPE V 600 has a mass of 184 kg/m, tabulated to EN 10365. A 12 m length therefore weighs about 2208 kg, which is the figure to use for a steel take-off or when checking a lift.

IPE V 600 has a depth of 618 mm, a width of 228 mm, a web thickness of 18 mm, a flange thickness of 28 mm, with a cross-sectional area of 234 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 5,320 cm³, and the elastic modulus Wel,y is 4,580 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 1889 kNm before any stability check.

The second moment of area about the major axis, Iy, is 142,000 cm⁴, and about the minor axis Iz is 5,570 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 = 2.89 for the flange and cw/tw = 28.6 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 24.6 cm about the major axis and iz is 4.88 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 4.88 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 506 cm⁴, and the warping constant Iw is 4.85 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 V 550IPE A 600IPE 600IPE O 600IPE 750 x 134IPE 750 x 147IPE 750 x 173IPE 750 x 196

Compare with other sections

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

vs UB 610×305×179vs W 24X117vs HE 600 A

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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