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HE 360 M - Section Properties

The HE 360 M is a European wide-flange beam (HE) with a mass of 250 kg/m, an overall depth of 395 mm and width of 308 mm. It has a cross-sectional area of 319 cm², a second moment of area Iᵧ of 84900 cm⁴, a plastic modulus Wₚₗ,ᵧ of 4990 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
250 kg/m
Depth
395 mm
Width
308 mm
Area
319 cm²
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HE section profile showing the dimension symbols used for HE 360 M

Dimension symbols for HE sections. Not to scale.

HE 360 M section properties to EN 10365 · Continental Steel.

Geometry

Depth of sectionh395
Width of sectionb308
Web thicknesstw21
Flange thicknesstf40
Root fillet radiusr27
Depth between filletsd261

Mass and area

Mass per metremass250
Cross-sectional areaA319

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy84900
Elastic section modulus about y-axisWel,y4300
Plastic section modulus about y-axisWpl,y4990
Radius of gyration about y-axisiy16.3

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz19500
Elastic section modulus about z-axisWel,z1270
Plastic section modulus about z-axisWpl,z1940
Radius of gyration about z-axisiz7.83

Torsion and warping

Torsion constant (St Venant)It1510
Warping constantIw6.14

Classification and stability

Flange local-buckling ratiocf/tf2.91
Web local-buckling ratiocw/tw12.4
Buckling parameteru8.115
Torsional indexX9.21

Detailing dimensions

End clearanceC13
Notch dimension NN154
Notch dimension nn68

Surface area

Surface area per metreSA/m1.93

Is HE 360 M strong enough?

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

Passes - 61% utilised, deflection governs
Bending30%
540.0 / 1771.5 kNm
Shear13%
270.0 / 2102.9 kN
Deflection61%
13.5 / 22.2 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 360 M

HE 360 M has a mass of 250 kg/m, tabulated to EN 10365. A 12 m length therefore weighs about 3000 kg, which is the figure to use for a steel take-off or when checking a lift.

HE 360 M has a depth of 395 mm, a width of 308 mm, a web thickness of 21 mm, a flange thickness of 40 mm, with a cross-sectional area of 319 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 4,990 cm³, and the elastic modulus Wel,y is 4,300 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 1771 kNm before any stability check.

The second moment of area about the major axis, Iy, is 84,900 cm⁴, and about the minor axis Iz is 19,500 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 = 2.91 for the flange and cw/tw = 12.4 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 16.3 cm about the major axis and iz is 7.83 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 7.83 cm a 0.8 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 1,510 cm⁴, and the warping constant Iw is 6.14 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 340 MHE 360 AAHE 360 AHE 360 BHE 400 AAHE 400 AHE 400 BHE 400 M

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