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HE 900 A - Section Properties

The HE 900 A is a European wide-flange beam (HE) with a mass of 252 kg/m, an overall depth of 890 mm and width of 300 mm. It has a cross-sectional area of 320 cm², a second moment of area Iᵧ of 422000 cm⁴, a plastic modulus Wₚₗ,ᵧ of 10800 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
252 kg/m
Depth
890 mm
Width
300 mm
Area
320 cm²
Ask about capacity, buckling or detailing for HE 900 A.
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HE section profile showing the dimension symbols used for HE 900 A

Dimension symbols for HE sections. Not to scale.

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

Geometry

Depth of sectionh890
Width of sectionb300
Web thicknesstw16
Flange thicknesstf30
Root fillet radiusr30
Depth between filletsd770

Mass and area

Mass per metremass252
Cross-sectional areaA320

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy422000
Elastic section modulus about y-axisWel,y9480
Plastic section modulus about y-axisWpl,y10800
Radius of gyration about y-axisiy36.3

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz13600
Elastic section modulus about z-axisWel,z903
Plastic section modulus about z-axisWpl,z1410
Radius of gyration about z-axisiz6.5

Torsion and warping

Torsion constant (St Venant)It749
Warping constantIw25

Classification and stability

Flange local-buckling ratiocf/tf3.73
Web local-buckling ratiocw/tw48.1
Buckling parameteru7.711
Torsional indexX31.8

Detailing dimensions

End clearanceC10
Notch dimension NN152
Notch dimension nn60

Surface area

Surface area per metreSA/m2.9

Is HE 900 A strong enough?

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

Passes - 60% utilised, deflection governs
Bending46%
1782.0 / 3834.0 kNm
Shear18%
594.0 / 3336.7 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 A

HE 900 A has a mass of 252 kg/m, tabulated to EN 10365. A 12 m length therefore weighs about 3024 kg, which is the figure to use for a steel take-off or when checking a lift.

HE 900 A has a depth of 890 mm, a width of 300 mm, a web thickness of 16 mm, a flange thickness of 30 mm, with a cross-sectional area of 320 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 10,800 cm³, and the elastic modulus Wel,y is 9,480 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 3834 kNm before any stability check.

The second moment of area about the major axis, Iy, is 422,000 cm⁴, and about the minor axis Iz is 13,600 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 = 3.73 for the flange and cw/tw = 48.1 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 36.3 cm about the major axis and iz is 6.5 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 6.5 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 749 cm⁴, and the warping constant Iw is 25 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 MHE 800 x 373HE 800 x 444HE 900 AAHE 900 BHE 900 MHE 900 x 391HE 900 x 466

Compare with other sections

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

vs UB 914×305×253vs W 36X170vs H-900x300x16x28-243

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
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