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HE 1000 M - Section Properties

The HE 1000 M is a European wide-flange beam (HE) with a mass of 349 kg/m, an overall depth of 1008 mm and width of 302 mm. It has a cross-sectional area of 444 cm², a second moment of area Iᵧ of 722000 cm⁴, a plastic modulus Wₚₗ,ᵧ of 16600 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
349 kg/m
Depth
1008 mm
Width
302 mm
Area
444 cm²
Ask about capacity, buckling or detailing for HE 1000 M.
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HE section profile showing the dimension symbols used for HE 1000 M

Dimension symbols for HE sections. Not to scale.

HE 1000 M section properties to EN 10365 · Continental Steel.

Geometry

Depth of sectionh1008
Width of sectionb302
Web thicknesstw21
Flange thicknesstf40
Root fillet radiusr30
Depth between filletsd868

Mass and area

Mass per metremass349
Cross-sectional areaA444

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy722000
Elastic section modulus about y-axisWel,y14300
Plastic section modulus about y-axisWpl,y16600
Radius of gyration about y-axisiy40.3

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz18500
Elastic section modulus about z-axisWel,z1220
Plastic section modulus about z-axisWpl,z1940
Radius of gyration about z-axisiz6.45

Torsion and warping

Torsion constant (St Venant)It1710
Warping constantIw43

Classification and stability

Flange local-buckling ratiocf/tf2.76
Web local-buckling ratiocw/tw41.3
Buckling parameteru7.673
Torsional indexX27.8

Detailing dimensions

End clearanceC13
Notch dimension NN152
Notch dimension nn70

Surface area

Surface area per metreSA/m3.13

Is HE 1000 M strong enough?

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

Passes - 59% utilised, deflection governs
Bending50%
2970.0 / 5893.0 kNm
Shear21%
990.0 / 4812.4 kN
Deflection59%
19.6 / 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 1000 M

HE 1000 M has a mass of 349 kg/m, tabulated to EN 10365. A 12 m length therefore weighs about 4188 kg, which is the figure to use for a steel take-off or when checking a lift.

HE 1000 M has a depth of 1008 mm, a width of 302 mm, a web thickness of 21 mm, a flange thickness of 40 mm, with a cross-sectional area of 444 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 16,600 cm³, and the elastic modulus Wel,y is 14,300 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 5893 kNm before any stability check.

The second moment of area about the major axis, Iy, is 722,000 cm⁴, and about the minor axis Iz is 18,500 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 = 41.3 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 40.3 cm about the major axis and iz is 6.45 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 6.45 cm a 0.6 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 1,710 cm⁴, and the warping constant Iw is 43 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 1000 AAHE 1000 x 249HE 1000 AHE 1000 BHE 1000 x 393HE 1000 x 415HE 1000 x 438HE 1000 x 494

Compare with other sections

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

vs UB 1016×305×349vs W 40X235

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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