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HE 900 M - Section Properties

The HE 900 M is a European wide-flange beam (HE) with a mass of 333 kg/m, an overall depth of 910 mm and width of 302 mm. It has a cross-sectional area of 424 cm², a second moment of area Iᵧ of 570000 cm⁴, a plastic modulus Wₚₗ,ᵧ of 14400 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
333 kg/m
Depth
910 mm
Width
302 mm
Area
424 cm²
Ask about capacity, buckling or detailing for HE 900 M.
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HE section profile showing the dimension symbols used for HE 900 M

Dimension symbols for HE sections. Not to scale.

HE 900 M section properties to EN 10365 · Continental Steel.

Geometry

Depth of sectionh910
Width of sectionb302
Web thicknesstw21
Flange thicknesstf40
Root fillet radiusr30
Depth between filletsd770

Mass and area

Mass per metremass333
Cross-sectional areaA424

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy570000
Elastic section modulus about y-axisWel,y12500
Plastic section modulus about y-axisWpl,y14400
Radius of gyration about y-axisiy36.7

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz18400
Elastic section modulus about z-axisWel,z1220
Plastic section modulus about z-axisWpl,z1930
Radius of gyration about z-axisiz6.6

Torsion and warping

Torsion constant (St Venant)It1680
Warping constantIw34.8

Classification and stability

Flange local-buckling ratiocf/tf2.76
Web local-buckling ratiocw/tw36.7
Buckling parameteru7.766
Torsional indexX24.6

Detailing dimensions

End clearanceC13
Notch dimension NN152
Notch dimension nn70

Surface area

Surface area per metreSA/m2.93

Is HE 900 M strong enough?

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

Passes - 60% utilised, deflection governs
Bending47%
2403.0 / 5112.0 kNm
Shear18%
801.0 / 4402.5 kN
Deflection60%
20.1 / 33.3 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 900 M

HE 900 M has a mass of 333 kg/m, tabulated to EN 10365. A 12 m length therefore weighs about 3996 kg, which is the figure to use for a steel take-off or when checking a lift.

HE 900 M has a depth of 910 mm, a width of 302 mm, a web thickness of 21 mm, a flange thickness of 40 mm, with a cross-sectional area of 424 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 14,400 cm³, and the elastic modulus Wel,y is 12,500 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 5112 kNm before any stability check.

The second moment of area about the major axis, Iy, is 570,000 cm⁴, and about the minor axis Iz is 18,400 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 = 2.76 for the flange and cw/tw = 36.7 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 36.7 cm about the major axis and iz is 6.6 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 6.6 cm a 0.7 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 1,680 cm⁴, and the warping constant Iw is 34.8 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 800 x 444HE 900 AAHE 900 AHE 900 BHE 900 x 391HE 900 x 466HE 1000 AAHE 1000 x 249

Compare with other sections

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

vs W 33X221

Learn more

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