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IPE A 600 - Section Properties

The IPE A 600 is a European I-beam (IPE) with a mass of 108 kg/m, an overall depth of 597 mm and width of 220 mm. It has a cross-sectional area of 137 cm², a second moment of area Iᵧ of 82900 cm⁴, a plastic modulus Wₚₗ,ᵧ of 3140 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
108 kg/m
Depth
597 mm
Width
220 mm
Area
137 cm²
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IPE section profile showing the dimension symbols used for IPE A 600

Dimension symbols for IPE sections. Not to scale.

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

Geometry

Depth of sectionh597
Width of sectionb220
Web thicknesstw9.8
Flange thicknesstf17.5
Root fillet radiusr24
Depth between filletsd514

Mass and area

Mass per metremass108
Cross-sectional areaA137

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy82900
Elastic section modulus about y-axisWel,y2780
Plastic section modulus about y-axisWpl,y3140
Radius of gyration about y-axisiy24.6

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz3120
Elastic section modulus about z-axisWel,z283
Plastic section modulus about z-axisWpl,z442
Radius of gyration about z-axisiz4.77

Torsion and warping

Torsion constant (St Venant)It122
Warping constantIw2.61

Classification and stability

Flange local-buckling ratiocf/tf4.63
Web local-buckling ratiocw/tw52.4
Buckling parameteru6.603
Torsional indexX34.7

Detailing dimensions

End clearanceC7
Notch dimension NN116
Notch dimension nn42

Surface area

Surface area per metreSA/m2.01

Is IPE A 600 strong enough?

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

Passes - 60% utilised, deflection governs
Bending31%
351.0 / 1114.7 kNm
Shear8%
117.0 / 1437.1 kN
Deflection60%
20.2 / 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 A 600

IPE A 600 has a mass of 108 kg/m, tabulated to EN 10365. A 12 m length therefore weighs about 1296 kg, which is the figure to use for a steel take-off or when checking a lift.

IPE A 600 has a depth of 597 mm, a width of 220 mm, a web thickness of 9.8 mm, a flange thickness of 17.5 mm, with a cross-sectional area of 137 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 3,140 cm³, and the elastic modulus Wel,y is 2,780 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 1115 kNm before any stability check.

The second moment of area about the major axis, Iy, is 82,900 cm⁴, and about the minor axis Iz is 3,120 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 = 4.63 for the flange and cw/tw = 52.4 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 24.6 cm about the major axis and iz is 4.77 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 4.77 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 122 cm⁴, and the warping constant Iw is 2.61 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 550IPE 550IPE O 550IPE V 550IPE 600IPE O 600IPE V 600IPE 750 x 134

Compare with other sections

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

vs UB 610×229×113vs W 24X76

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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