CivilAxisCivilAxis
☕ Support🌐 Community

HE 100 AA - Section Properties

The HE 100 AA is a European wide-flange beam (HE) with a mass of 12.2 kg/m, an overall depth of 91 mm and width of 100 mm. It has a cross-sectional area of 15.6 cm², a second moment of area Iᵧ of 236 cm⁴, a plastic modulus Wₚₗ,ᵧ of 58.4 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
12.2 kg/m
Depth
91 mm
Width
100 mm
Area
15.6 cm²
Ask about capacity, buckling or detailing for HE 100 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 100 AA

Dimension symbols for HE sections. Not to scale.

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

Geometry

Depth of sectionh91
Width of sectionb100
Web thicknesstw4.2
Flange thicknesstf5.5
Root fillet radiusr12
Depth between filletsd56

Mass and area

Mass per metremass12.2
Cross-sectional areaA15.6

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy236
Elastic section modulus about y-axisWel,y52
Plastic section modulus about y-axisWpl,y58.4
Radius of gyration about y-axisiy3.89

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz92.1
Elastic section modulus about z-axisWel,z18
Plastic section modulus about z-axisWpl,z28.4
Radius of gyration about z-axisiz2.43

Torsion and warping

Torsion constant (St Venant)It2.33
Warping constantIw0.00168

Classification and stability

Flange local-buckling ratiocf/tf6.53
Web local-buckling ratiocw/tw13.3
Buckling parameteru4.271
Torsional indexX12.5

Detailing dimensions

End clearanceC4
Notch dimension NN58
Notch dimension nn18

Surface area

Surface area per metreSA/m0.553

Is HE 100 AA strong enough?

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

Passes - 61% utilised, deflection governs
Bending29%
6.0 / 20.7 kNm
Shear10%
12.0 / 126.1 kN
Deflection61%
3.4 / 5.6 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 HE 100 AA

HE 100 AA has a mass of 12.2 kg/m, tabulated to EN 10365. A 12 m length therefore weighs about 146 kg, which is the figure to use for a steel take-off or when checking a lift.

HE 100 AA has a depth of 91 mm, a width of 100 mm, a web thickness of 4.2 mm, a flange thickness of 5.5 mm, with a cross-sectional area of 15.6 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 58.4 cm³, and the elastic modulus Wel,y is 52 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 21 kNm before any stability check.

The second moment of area about the major axis, Iy, is 236 cm⁴, and about the minor axis Iz is 92.1 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 = 6.53 for the flange and cw/tw = 13.3 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 3.89 cm about the major axis and iz is 2.43 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 2.43 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 2.33 cm⁴, and the warping constant Iw is 0.00168 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 AHE 100 BHE 100 CHE 100 MHE 120 AAHE 120 AHE 120 BHE 120 C

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…