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IPE V 550 - Section Properties

The IPE V 550 is a European I-beam (IPE) with a mass of 159 kg/m, an overall depth of 566 mm and width of 216 mm. It has a cross-sectional area of 202 cm², a second moment of area Iᵧ of 102000 cm⁴, a plastic modulus Wₚₗ,ᵧ of 4200 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
159 kg/m
Depth
566 mm
Width
216 mm
Area
202 cm²
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IPE section profile showing the dimension symbols used for IPE V 550

Dimension symbols for IPE sections. Not to scale.

IPE V 550 section properties to EN 10365 · Continental Steel.

Geometry

Depth of sectionh566
Width of sectionb216
Web thicknesstw17.1
Flange thicknesstf25.2
Root fillet radiusr24
Depth between filletsd467.6

Mass and area

Mass per metremass159
Cross-sectional areaA202

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy102000
Elastic section modulus about y-axisWel,y3620
Plastic section modulus about y-axisWpl,y4200
Radius of gyration about y-axisiy22.5

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz4260
Elastic section modulus about z-axisWel,z395
Plastic section modulus about z-axisWpl,z632
Radius of gyration about z-axisiz4.59

Torsion and warping

Torsion constant (St Venant)It372
Warping constantIw3.12

Classification and stability

Flange local-buckling ratiocf/tf2.99
Web local-buckling ratiocw/tw27.3
Buckling parameteru6.449
Torsional indexX22.5

Detailing dimensions

End clearanceC11
Notch dimension NN110
Notch dimension nn50

Surface area

Surface area per metreSA/m1.92

Is IPE V 550 strong enough?

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

Passes - 60% utilised, deflection governs
Bending30%
446.3 / 1491.0 kNm
Shear7%
155.3 / 2245.1 kN
Deflection60%
19.1 / 31.9 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 550

IPE V 550 has a mass of 159 kg/m, tabulated to EN 10365. A 12 m length therefore weighs about 1908 kg, which is the figure to use for a steel take-off or when checking a lift.

IPE V 550 has a depth of 566 mm, a width of 216 mm, a web thickness of 17.1 mm, a flange thickness of 25.2 mm, with a cross-sectional area of 202 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 4,200 cm³, and the elastic modulus Wel,y is 3,620 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 1491 kNm before any stability check.

The second moment of area about the major axis, Iy, is 102,000 cm⁴, and about the minor axis Iz is 4,260 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 = 2.99 for the flange and cw/tw = 27.3 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 22.5 cm about the major axis and iz is 4.59 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 4.59 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 372 cm⁴, and the warping constant Iw is 3.12 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 V 500IPE A 550IPE 550IPE O 550IPE A 600IPE 600IPE O 600IPE V 600

Compare with other sections

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

vs UB 533×312×151vs W 21X101

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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