CivilAxisCivilAxis
☕ Support🌐 Community

HE 900 B - Section Properties

The HE 900 B is a European wide-flange beam (HE) with a mass of 291 kg/m, an overall depth of 900 mm and width of 300 mm. It has a cross-sectional area of 371 cm², a second moment of area Iᵧ of 494000 cm⁴, a plastic modulus Wₚₗ,ᵧ of 12600 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
291 kg/m
Depth
900 mm
Width
300 mm
Area
371 cm²
Ask about capacity, buckling or detailing for HE 900 B.
🔍 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 900 B

Dimension symbols for HE sections. Not to scale.

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

Geometry

Depth of sectionh900
Width of sectionb300
Web thicknesstw18.5
Flange thicknesstf35
Root fillet radiusr30
Depth between filletsd770

Mass and area

Mass per metremass291
Cross-sectional areaA371

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy494000
Elastic section modulus about y-axisWel,y11000
Plastic section modulus about y-axisWpl,y12600
Radius of gyration about y-axisiy36.5

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz15800
Elastic section modulus about z-axisWel,z1050
Plastic section modulus about z-axisWpl,z1660
Radius of gyration about z-axisiz6.53

Torsion and warping

Torsion constant (St Venant)It1150
Warping constantIw29.5

Classification and stability

Flange local-buckling ratiocf/tf3.16
Web local-buckling ratiocw/tw41.6
Buckling parameteru7.723
Torsional indexX27.7

Detailing dimensions

End clearanceC11
Notch dimension NN152
Notch dimension nn66

Surface area

Surface area per metreSA/m2.91

Is HE 900 B strong enough?

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

Passes - 60% utilised, deflection governs
Bending46%
2079.0 / 4473.0 kNm
Shear18%
693.0 / 3863.0 kN
Deflection60%
20.0 / 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 B

HE 900 B has a mass of 291 kg/m, tabulated to EN 10365. A 12 m length therefore weighs about 3492 kg, which is the figure to use for a steel take-off or when checking a lift.

HE 900 B has a depth of 900 mm, a width of 300 mm, a web thickness of 18.5 mm, a flange thickness of 35 mm, with a cross-sectional area of 371 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 12,600 cm³, and the elastic modulus Wel,y is 11,000 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 4473 kNm before any stability check.

The second moment of area about the major axis, Iy, is 494,000 cm⁴, and about the minor axis Iz is 15,800 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 = 3.16 for the flange and cw/tw = 41.6 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 36.5 cm about the major axis and iz is 6.53 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 6.53 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 1,150 cm⁴, and the warping constant Iw is 29.5 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 373HE 800 x 444HE 900 AAHE 900 AHE 900 MHE 900 x 391HE 900 x 466HE 1000 AA

Compare with other sections

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

vs UB 914×305×289vs W 36X194vs W 33X201vs H-900x300x18x34-286

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…