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IPE 200 - Section Properties

The IPE 200 is a European I-beam (IPE) with a mass of 22.4 kg/m, an overall depth of 200 mm and width of 100 mm. It has a cross-sectional area of 28.5 cm², a second moment of area Iᵧ of 1940 cm⁴, a plastic modulus Wₚₗ,ᵧ of 221 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
22.4 kg/m
Depth
200 mm
Width
100 mm
Area
28.5 cm²
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IPE section profile showing the dimension symbols used for IPE 200

Dimension symbols for IPE sections. Not to scale.

IPE 200 section properties to EN 10365 · Continental Steel.

Geometry

Depth of sectionh200
Width of sectionb100
Web thicknesstw5.6
Flange thicknesstf8.5
Root fillet radiusr12
Depth between filletsd159

Mass and area

Mass per metremass22.4
Cross-sectional areaA28.5

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy1940
Elastic section modulus about y-axisWel,y194
Plastic section modulus about y-axisWpl,y221
Radius of gyration about y-axisiy8.26

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz142
Elastic section modulus about z-axisWel,z29
Plastic section modulus about z-axisWpl,z44.6
Radius of gyration about z-axisiz2.24

Torsion and warping

Torsion constant (St Venant)It6.92
Warping constantIw0.013

Classification and stability

Flange local-buckling ratiocf/tf4.14
Web local-buckling ratiocw/tw28.4
Buckling parameteru4.492
Torsional indexX22

Detailing dimensions

End clearanceC5
Notch dimension NN58
Notch dimension nn22

Surface area

Surface area per metreSA/m0.768

Is IPE 200 strong enough?

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

Passes - 59% utilised, deflection governs
Bending31%
24.0 / 78.5 kNm
Shear8%
24.0 / 287.3 kN
Deflection59%
6.5 / 11.1 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 200

IPE 200 has a mass of 22.4 kg/m, tabulated to EN 10365. A 12 m length therefore weighs about 269 kg, which is the figure to use for a steel take-off or when checking a lift.

IPE 200 has a depth of 200 mm, a width of 100 mm, a web thickness of 5.6 mm, a flange thickness of 8.5 mm, with a cross-sectional area of 28.5 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 221 cm³, and the elastic modulus Wel,y is 194 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 78 kNm before any stability check.

The second moment of area about the major axis, Iy, is 1,940 cm⁴, and about the minor axis Iz is 142 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 = 4.14 for the flange and cw/tw = 28.4 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 8.26 cm about the major axis and iz is 2.24 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 2.24 cm a 0.2 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 6.92 cm⁴, and the warping constant Iw is 0.013 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 180IPE O 180IPE AA 200IPE A 200IPE O 200IPE AA 220IPE A 220IPE 220

Compare with other sections

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

vs W 8X15vs H-200x100x5.5x8-21.3

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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