CivilAxisCivilAxis
☕ Support🌐 Community

IPE AA 220 - Section Properties

The IPE AA 220 is a European I-beam (IPE) with a mass of 21.2 kg/m, an overall depth of 216.4 mm and width of 110 mm. It has a cross-sectional area of 27 cm², a second moment of area Iᵧ of 2220 cm⁴, a plastic modulus Wₚₗ,ᵧ of 230 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
21.2 kg/m
Depth
216.4 mm
Width
110 mm
Area
27 cm²
Ask about capacity, buckling or detailing for IPE AA 220.
🔍 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 AA 220

Dimension symbols for IPE sections. Not to scale.

IPE AA 220 section properties to EN 10365 · Continental Steel.

Geometry

Depth of sectionh216.4
Width of sectionb110
Web thicknesstw4.7
Flange thicknesstf7.4
Root fillet radiusr12
Depth between filletsd177.6

Mass and area

Mass per metremass21.2
Cross-sectional areaA27

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy2220
Elastic section modulus about y-axisWel,y205
Plastic section modulus about y-axisWpl,y230
Radius of gyration about y-axisiy9.07

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz165
Elastic section modulus about z-axisWel,z30
Plastic section modulus about z-axisWpl,z46.5
Radius of gyration about z-axisiz2.47

Torsion and warping

Torsion constant (St Venant)It5.06
Warping constantIw0.0179

Classification and stability

Flange local-buckling ratiocf/tf5.49
Web local-buckling ratiocw/tw37.8
Buckling parameteru4.727
Torsional indexX27.2

Detailing dimensions

End clearanceC4
Notch dimension NN64
Notch dimension nn20

Surface area

Surface area per metreSA/m0.843

Is IPE AA 220 strong enough?

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

Passes - 60% utilised, deflection governs
Bending30%
24.7 / 81.7 kNm
Shear8%
21.9 / 263.2 kN
Deflection60%
7.4 / 12.5 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 AA 220

IPE AA 220 has a mass of 21.2 kg/m, tabulated to EN 10365. A 12 m length therefore weighs about 254 kg, which is the figure to use for a steel take-off or when checking a lift.

IPE AA 220 has a depth of 216.4 mm, a width of 110 mm, a web thickness of 4.7 mm, a flange thickness of 7.4 mm, with a cross-sectional area of 27 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 230 cm³, and the elastic modulus Wel,y is 205 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 82 kNm before any stability check.

The second moment of area about the major axis, Iy, is 2,220 cm⁴, and about the minor axis Iz is 165 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 = 5.49 for the flange and cw/tw = 37.8 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 9.07 cm about the major axis and iz is 2.47 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 2.47 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 5.06 cm⁴, and the warping constant Iw is 0.0179 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 AA 200IPE A 200IPE 200IPE O 200IPE A 220IPE 220IPE O 220IPE AA 240

Compare with other sections

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

vs UB 203×102×23

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…