CivilAxisCivilAxis
☕ Support🌐 Community

HE 220 AA - Section Properties

The HE 220 AA is a European wide-flange beam (HE) with a mass of 40.4 kg/m, an overall depth of 205 mm and width of 220 mm. It has a cross-sectional area of 51.5 cm², a second moment of area Iᵧ of 4170 cm⁴, a plastic modulus Wₚₗ,ᵧ of 446 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
40.4 kg/m
Depth
205 mm
Width
220 mm
Area
51.5 cm²
Ask about capacity, buckling or detailing for HE 220 AA.
🔍 Open the full Steel Catalogue📖 Design theory📐 Worked example
or pick a unit on any row
HE section profile showing the dimension symbols used for HE 220 AA

Dimension symbols for HE sections. Not to scale.

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

Geometry

Depth of sectionh205
Width of sectionb220
Web thicknesstw6
Flange thicknesstf8.5
Root fillet radiusr18
Depth between filletsd152

Mass and area

Mass per metremass40.4
Cross-sectional areaA51.5

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy4170
Elastic section modulus about y-axisWel,y407
Plastic section modulus about y-axisWpl,y446
Radius of gyration about y-axisiy9

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz1510
Elastic section modulus about z-axisWel,z137
Plastic section modulus about z-axisWpl,z209
Radius of gyration about z-axisiz5.42

Torsion and warping

Torsion constant (St Venant)It15.5
Warping constantIw0.146

Classification and stability

Flange local-buckling ratiocf/tf10.47
Web local-buckling ratiocw/tw25.3
Buckling parameteru6.448
Torsional indexX20.2

Detailing dimensions

End clearanceC5
Notch dimension NN118
Notch dimension nn28

Surface area

Surface area per metreSA/m1.25

Is HE 220 AA strong enough?

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

Passes - 62% utilised, deflection governs
Bending37%
54.0 / 144.5 kNm
Shear15%
54.0 / 362.2 kN
Deflection62%
6.9 / 11.1 mm

Class 3 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 HE 220 AA

HE 220 AA has a mass of 40.4 kg/m, tabulated to EN 10365. A 12 m length therefore weighs about 485 kg, which is the figure to use for a steel take-off or when checking a lift.

HE 220 AA has a depth of 205 mm, a width of 220 mm, a web thickness of 6 mm, a flange thickness of 8.5 mm, with a cross-sectional area of 51.5 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 446 cm³, and the elastic modulus Wel,y is 407 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 158 kNm before any stability check.

The second moment of area about the major axis, Iy, is 4,170 cm⁴, and about the minor axis Iz is 1,510 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 = 10.47 for the flange and cw/tw = 25.3 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 9 cm about the major axis and iz is 5.42 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 5.42 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 15.5 cm⁴, and the warping constant Iw is 0.146 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 HE sizes

HE 200 AHE 200 BHE 200 CHE 200 MHE 220 AHE 220 BHE 220 CHE 220 M

Compare with other sections

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

vs W 8X28

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 HE sizes
Wide-Flange Beams (HEA/HEB/HEM)
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…