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HE 220 M - Section Properties

The HE 220 M is a European wide-flange beam (HE) with a mass of 117 kg/m, an overall depth of 240 mm and width of 226 mm. It has a cross-sectional area of 149 cm², a second moment of area Iᵧ of 14600 cm⁴, a plastic modulus Wₚₗ,ᵧ of 1420 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
117 kg/m
Depth
240 mm
Width
226 mm
Area
149 cm²
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HE section profile showing the dimension symbols used for HE 220 M

Dimension symbols for HE sections. Not to scale.

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

Geometry

Depth of sectionh240
Width of sectionb226
Web thicknesstw15.5
Flange thicknesstf26
Root fillet radiusr18
Depth between filletsd152

Mass and area

Mass per metremass117
Cross-sectional areaA149

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy14600
Elastic section modulus about y-axisWel,y1220
Plastic section modulus about y-axisWpl,y1420
Radius of gyration about y-axisiy9.89

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz5010
Elastic section modulus about z-axisWel,z444
Plastic section modulus about z-axisWpl,z679
Radius of gyration about z-axisiz5.79

Torsion and warping

Torsion constant (St Venant)It313
Warping constantIw0.573

Classification and stability

Flange local-buckling ratiocf/tf3.36
Web local-buckling ratiocw/tw9.81
Buckling parameteru6.715
Torsional indexX8.35

Detailing dimensions

End clearanceC10
Notch dimension NN116
Notch dimension nn44

Surface area

Surface area per metreSA/m1.32

Is HE 220 M strong enough?

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

Passes - 59% utilised, deflection governs
Bending29%
145.3 / 504.1 kNm
Shear13%
116.3 / 919.7 kN
Deflection59%
8.2 / 13.9 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 HE 220 M

HE 220 M has a mass of 117 kg/m, tabulated to EN 10365. A 12 m length therefore weighs about 1404 kg, which is the figure to use for a steel take-off or when checking a lift.

HE 220 M has a depth of 240 mm, a width of 226 mm, a web thickness of 15.5 mm, a flange thickness of 26 mm, with a cross-sectional area of 149 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 1,420 cm³, and the elastic modulus Wel,y is 1,220 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 504 kNm before any stability check.

The second moment of area about the major axis, Iy, is 14,600 cm⁴, and about the minor axis Iz is 5,010 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 = 3.36 for the flange and cw/tw = 9.81 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 9.89 cm about the major axis and iz is 5.79 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 5.79 cm a 0.6 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 313 cm⁴, and the warping constant Iw is 0.573 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 220 AAHE 220 AHE 220 BHE 220 CHE 240 AAHE 240 AHE 240 BHE 240 C

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