CivilAxisCivilAxis
☕ Support🌐 Community

IPE A 550 - Section Properties

The IPE A 550 is a European I-beam (IPE) with a mass of 92.1 kg/m, an overall depth of 547 mm and width of 210 mm. It has a cross-sectional area of 117 cm², a second moment of area Iᵧ of 60000 cm⁴, a plastic modulus Wₚₗ,ᵧ of 2480 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
92.1 kg/m
Depth
547 mm
Width
210 mm
Area
117 cm²
Ask about capacity, buckling or detailing for IPE A 550.
🔍 Open the full Steel Catalogue📖 Design theory📐 Worked example
or pick a unit on any row
IPE section profile showing the dimension symbols used for IPE A 550

Dimension symbols for IPE sections. Not to scale.

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

Geometry

Depth of sectionh547
Width of sectionb210
Web thicknesstw9
Flange thicknesstf15.7
Root fillet radiusr24
Depth between filletsd467.6

Mass and area

Mass per metremass92.1
Cross-sectional areaA117

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy60000
Elastic section modulus about y-axisWel,y2190
Plastic section modulus about y-axisWpl,y2480
Radius of gyration about y-axisiy22.6

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz2430
Elastic section modulus about z-axisWel,z232
Plastic section modulus about z-axisWpl,z362
Radius of gyration about z-axisiz4.55

Torsion and warping

Torsion constant (St Venant)It89.3
Warping constantIw1.71

Classification and stability

Flange local-buckling ratiocf/tf4.87
Web local-buckling ratiocw/tw52
Buckling parameteru6.451
Torsional indexX34.4

Detailing dimensions

End clearanceC7
Notch dimension NN112
Notch dimension nn40

Surface area

Surface area per metreSA/m1.87

Is IPE A 550 strong enough?

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

Passes - 59% utilised, deflection governs
Bending31%
272.3 / 880.4 kNm
Shear8%
99.0 / 1229.9 kN
Deflection59%
18.2 / 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 A 550

IPE A 550 has a mass of 92.1 kg/m, tabulated to EN 10365. A 12 m length therefore weighs about 1105 kg, which is the figure to use for a steel take-off or when checking a lift.

IPE A 550 has a depth of 547 mm, a width of 210 mm, a web thickness of 9 mm, a flange thickness of 15.7 mm, with a cross-sectional area of 117 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 2,480 cm³, and the elastic modulus Wel,y is 2,190 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 880 kNm before any stability check.

The second moment of area about the major axis, Iy, is 60,000 cm⁴, and about the minor axis Iz is 2,430 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 = 4.87 for the flange and cw/tw = 52 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 22.6 cm about the major axis and iz is 4.55 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 4.55 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 89.3 cm⁴, and the warping constant Iw is 1.71 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 500IPE 500IPE O 500IPE V 500IPE 550IPE O 550IPE V 550IPE A 600

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
All IPE sizes
European I-Beams (IPE)
Full steel section tables
Every UB, UC, hollow, channel & angle section
Open the interactive tool
Search, compare & run EC3 capacity checks
Rate this
No ratings yet
Sign in to join the discussion.
Loading…