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HE 1000 x 584 - Section Properties

The HE 1000 x 584 is a European wide-flange beam (HE) with a mass of 584 kg/m, an overall depth of 1056 mm and width of 314 mm. It has a cross-sectional area of 744 cm², a second moment of area Iᵧ of 1246000 cm⁴, a plastic modulus Wₚₗ,ᵧ of 28000 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
584 kg/m
Depth
1056 mm
Width
314 mm
Area
744 cm²
Ask about capacity, buckling or detailing for HE 1000 x 584.
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HE section profile showing the dimension symbols used for HE 1000 x 584

Dimension symbols for HE sections. Not to scale.

HE 1000 x 584 section properties to EN 10365 · Continental Steel.

Geometry

Depth of sectionh1056
Width of sectionb314
Web thicknesstw36
Flange thicknesstf64
Root fillet radiusr30
Depth between filletsd868

Mass and area

Mass per metremass584
Cross-sectional areaA744

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy1246000
Elastic section modulus about y-axisWel,y23600
Plastic section modulus about y-axisWpl,y28000
Radius of gyration about y-axisiy40.9

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz33400
Elastic section modulus about z-axisWel,z2130
Plastic section modulus about z-axisWpl,z3480
Radius of gyration about z-axisiz6.7

Torsion and warping

Torsion constant (St Venant)It7150
Warping constantIw81.2

Classification and stability

Flange local-buckling ratiocf/tf1.7
Web local-buckling ratiocw/tw24.1
Buckling parameteru7.805
Torsional indexX18

Detailing dimensions

End clearanceC20
Notch dimension NN150
Notch dimension nn94

Surface area

Surface area per metreSA/m3.24

Is HE 1000 x 584 strong enough?

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

Passes - 60% utilised, deflection governs
Bending53%
5265.0 / 9940.0 kNm
Shear21%
1755.0 / 8270.5 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 1000 x 584

HE 1000 x 584 has a mass of 584 kg/m, tabulated to EN 10365. A 12 m length therefore weighs about 7008 kg, which is the figure to use for a steel take-off or when checking a lift.

HE 1000 x 584 has a depth of 1056 mm, a width of 314 mm, a web thickness of 36 mm, a flange thickness of 64 mm, with a cross-sectional area of 744 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 28,000 cm³, and the elastic modulus Wel,y is 23,600 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 9940 kNm before any stability check.

The second moment of area about the major axis, Iy, is 1,246,000 cm⁴, and about the minor axis Iz is 33,400 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 = 1.7 for the flange and cw/tw = 24.1 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 40.9 cm about the major axis and iz is 6.7 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 6.7 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 7,150 cm⁴, and the warping constant Iw is 81.2 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 x 249HE 1000 AHE 1000 BHE 1000 MHE 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 W 40X372vs W 40X362vs W 40X392vs W 36X395

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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