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HE 100 M - Section Properties

The HE 100 M is a European wide-flange beam (HE) with a mass of 41.8 kg/m, an overall depth of 120 mm and width of 106 mm. It has a cross-sectional area of 53.2 cm², a second moment of area Iᵧ of 1140 cm⁴, a plastic modulus Wₚₗ,ᵧ of 236 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
41.8 kg/m
Depth
120 mm
Width
106 mm
Area
53.2 cm²
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HE section profile showing the dimension symbols used for HE 100 M

Dimension symbols for HE sections. Not to scale.

HE 100 M section properties to EN 10365 · Continental Steel.

Geometry

Depth of sectionh120
Width of sectionb106
Web thicknesstw12
Flange thicknesstf20
Root fillet radiusr12
Depth between filletsd56

Mass and area

Mass per metremass41.8
Cross-sectional areaA53.2

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy1140
Elastic section modulus about y-axisWel,y190
Plastic section modulus about y-axisWpl,y236
Radius of gyration about y-axisiy4.63

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz399
Elastic section modulus about z-axisWel,z75
Plastic section modulus about z-axisWpl,z116
Radius of gyration about z-axisiz2.74

Torsion and warping

Torsion constant (St Venant)It67.2
Warping constantIw0.00993

Classification and stability

Flange local-buckling ratiocf/tf1.75
Web local-buckling ratiocw/tw4.67
Buckling parameteru4.597
Torsional indexX5.02

Detailing dimensions

End clearanceC8
Notch dimension NN58
Notch dimension nn32

Surface area

Surface area per metreSA/m0.619

Is HE 100 M strong enough?

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

Passes - 61% utilised, deflection governs
Bending28%
23.4 / 83.8 kNm
Shear10%
37.5 / 368.9 kN
Deflection61%
4.2 / 6.9 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 100 M

HE 100 M has a mass of 41.8 kg/m, tabulated to EN 10365. A 12 m length therefore weighs about 502 kg, which is the figure to use for a steel take-off or when checking a lift.

HE 100 M has a depth of 120 mm, a width of 106 mm, a web thickness of 12 mm, a flange thickness of 20 mm, with a cross-sectional area of 53.2 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 236 cm³, and the elastic modulus Wel,y is 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 84 kNm before any stability check.

The second moment of area about the major axis, Iy, is 1,140 cm⁴, and about the minor axis Iz is 399 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 = 1.75 for the flange and cw/tw = 4.67 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 4.63 cm about the major axis and iz is 2.74 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 2.74 cm a 0.3 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 67.2 cm⁴, and the warping constant Iw is 0.00993 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 100 AAHE 100 AHE 100 BHE 100 CHE 120 AAHE 120 AHE 120 BHE 120 C

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📘 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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