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HE 800 M - Section Properties

The HE 800 M is a European wide-flange beam (HE) with a mass of 317 kg/m, an overall depth of 814 mm and width of 303 mm. It has a cross-sectional area of 404 cm², a second moment of area Iᵧ of 443000 cm⁴, a plastic modulus Wₚₗ,ᵧ of 12500 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
317 kg/m
Depth
814 mm
Width
303 mm
Area
404 cm²
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HE section profile showing the dimension symbols used for HE 800 M

Dimension symbols for HE sections. Not to scale.

HE 800 M section properties to EN 10365 · Continental Steel.

Geometry

Depth of sectionh814
Width of sectionb303
Web thicknesstw21
Flange thicknesstf40
Root fillet radiusr30
Depth between filletsd674

Mass and area

Mass per metremass317
Cross-sectional areaA404

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy443000
Elastic section modulus about y-axisWel,y10900
Plastic section modulus about y-axisWpl,y12500
Radius of gyration about y-axisiy33.1

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz18600
Elastic section modulus about z-axisWel,z1230
Plastic section modulus about z-axisWpl,z1930
Radius of gyration about z-axisiz6.79

Torsion and warping

Torsion constant (St Venant)It1660
Warping constantIw27.8

Classification and stability

Flange local-buckling ratiocf/tf2.78
Web local-buckling ratiocw/tw32.1
Buckling parameteru7.876
Torsional indexX21.6

Detailing dimensions

End clearanceC13
Notch dimension NN152
Notch dimension nn70

Surface area

Surface area per metreSA/m2.75

Is HE 800 M strong enough?

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

Passes - 60% utilised, deflection governs
Bending42%
1863.0 / 4437.5 kNm
Shear16%
621.0 / 3976.2 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 800 M

HE 800 M has a mass of 317 kg/m, tabulated to EN 10365. A 12 m length therefore weighs about 3804 kg, which is the figure to use for a steel take-off or when checking a lift.

HE 800 M has a depth of 814 mm, a width of 303 mm, a web thickness of 21 mm, a flange thickness of 40 mm, with a cross-sectional area of 404 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 12,500 cm³, and the elastic modulus Wel,y is 10,900 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 4438 kNm before any stability check.

The second moment of area about the major axis, Iy, is 443,000 cm⁴, and about the minor axis Iz is 18,600 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 = 2.78 for the flange and cw/tw = 32.1 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 33.1 cm about the major axis and iz is 6.79 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 6.79 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 1,660 cm⁴, and the warping constant Iw is 27.8 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 700 x 418HE 800 AAHE 800 AHE 800 BHE 800 x 373HE 800 x 444HE 900 AAHE 900 A

Compare with other sections

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

vs W 30X211

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