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IPE A 500 - Section Properties

The IPE A 500 is a European I-beam (IPE) with a mass of 79.4 kg/m, an overall depth of 497 mm and width of 200 mm. It has a cross-sectional area of 101 cm², a second moment of area Iᵧ of 42900 cm⁴, a plastic modulus Wₚₗ,ᵧ of 1950 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
79.4 kg/m
Depth
497 mm
Width
200 mm
Area
101 cm²
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IPE section profile showing the dimension symbols used for IPE A 500

Dimension symbols for IPE sections. Not to scale.

IPE A 500 section properties to EN 10365 · Continental Steel.

Geometry

Depth of sectionh497
Width of sectionb200
Web thicknesstw8.4
Flange thicknesstf14.5
Root fillet radiusr21
Depth between filletsd426

Mass and area

Mass per metremass79.4
Cross-sectional areaA101

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy42900
Elastic section modulus about y-axisWel,y1730
Plastic section modulus about y-axisWpl,y1950
Radius of gyration about y-axisiy20.6

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz1940
Elastic section modulus about z-axisWel,z194
Plastic section modulus about z-axisWpl,z302
Radius of gyration about z-axisiz4.38

Torsion and warping

Torsion constant (St Venant)It64.3
Warping constantIw1.12

Classification and stability

Flange local-buckling ratiocf/tf5.16
Web local-buckling ratiocw/tw50.7
Buckling parameteru6.322
Torsional indexX34.2

Detailing dimensions

End clearanceC6
Notch dimension NN106
Notch dimension nn36

Surface area

Surface area per metreSA/m1.74

Is IPE A 500 strong enough?

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

Passes - 62% utilised, deflection governs
Bending33%
225.0 / 692.3 kNm
Shear9%
90.0 / 1031.1 kN
Deflection62%
17.3 / 27.8 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 500

IPE A 500 has a mass of 79.4 kg/m, tabulated to EN 10365. A 12 m length therefore weighs about 953 kg, which is the figure to use for a steel take-off or when checking a lift.

IPE A 500 has a depth of 497 mm, a width of 200 mm, a web thickness of 8.4 mm, a flange thickness of 14.5 mm, with a cross-sectional area of 101 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 1,950 cm³, and the elastic modulus Wel,y is 1,730 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 692 kNm before any stability check.

The second moment of area about the major axis, Iy, is 42,900 cm⁴, and about the minor axis Iz is 1,940 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 = 5.16 for the flange and cw/tw = 50.7 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 20.6 cm about the major axis and iz is 4.38 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 4.38 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 64.3 cm⁴, and the warping constant Iw is 1.12 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 450IPE 450IPE O 450IPE V 450IPE 500IPE O 500IPE V 500IPE A 550

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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