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IPE 550 - Section Properties

The IPE 550 is a European I-beam (IPE) with a mass of 106 kg/m, an overall depth of 550 mm and width of 210 mm. It has a cross-sectional area of 134 cm², a second moment of area Iᵧ of 67100 cm⁴, a plastic modulus Wₚₗ,ᵧ of 2790 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
106 kg/m
Depth
550 mm
Width
210 mm
Area
134 cm²
Ask about capacity, buckling or detailing for IPE 550.
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IPE section profile showing the dimension symbols used for IPE 550

Dimension symbols for IPE sections. Not to scale.

IPE 550 section properties to EN 10365 · Continental Steel.

Geometry

Depth of sectionh550
Width of sectionb210
Web thicknesstw11.1
Flange thicknesstf17.2
Root fillet radiusr24
Depth between filletsd467.6

Mass and area

Mass per metremass106
Cross-sectional areaA134

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy67100
Elastic section modulus about y-axisWel,y2440
Plastic section modulus about y-axisWpl,y2790
Radius of gyration about y-axisiy22.4

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz2670
Elastic section modulus about z-axisWel,z254
Plastic section modulus about z-axisWpl,z401
Radius of gyration about z-axisiz4.45

Torsion and warping

Torsion constant (St Venant)It123
Warping constantIw1.88

Classification and stability

Flange local-buckling ratiocf/tf4.39
Web local-buckling ratiocw/tw42.1
Buckling parameteru6.365
Torsional indexX31.4

Detailing dimensions

End clearanceC8
Notch dimension NN110
Notch dimension nn42

Surface area

Surface area per metreSA/m1.88

Is IPE 550 strong enough?

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

Passes - 62% utilised, deflection governs
Bending32%
317.6 / 990.5 kNm
Shear8%
115.5 / 1474.2 kN
Deflection62%
18.9 / 30.6 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 550

IPE 550 has a mass of 106 kg/m, tabulated to EN 10365. A 12 m length therefore weighs about 1272 kg, which is the figure to use for a steel take-off or when checking a lift.

IPE 550 has a depth of 550 mm, a width of 210 mm, a web thickness of 11.1 mm, a flange thickness of 17.2 mm, with a cross-sectional area of 134 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 2,790 cm³, and the elastic modulus Wel,y is 2,440 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 990 kNm before any stability check.

The second moment of area about the major axis, Iy, is 67,100 cm⁴, and about the minor axis Iz is 2,670 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 = 4.39 for the flange and cw/tw = 42.1 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 22.4 cm about the major axis and iz is 4.45 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 4.45 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 123 cm⁴, and the warping constant Iw is 1.88 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 500IPE O 500IPE V 500IPE A 550IPE O 550IPE V 550IPE A 600IPE 600

Compare with other sections

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

vs UB 533×210×109vs W 21X73vs UB 610×178×100

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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