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HE 320 M - Section Properties

The HE 320 M is a European wide-flange beam (HE) with a mass of 245 kg/m, an overall depth of 359 mm and width of 309 mm. It has a cross-sectional area of 312 cm², a second moment of area Iᵧ of 68100 cm⁴, a plastic modulus Wₚₗ,ᵧ of 4440 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
245 kg/m
Depth
359 mm
Width
309 mm
Area
312 cm²
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HE section profile showing the dimension symbols used for HE 320 M

Dimension symbols for HE sections. Not to scale.

HE 320 M section properties to EN 10365 · Continental Steel.

Geometry

Depth of sectionh359
Width of sectionb309
Web thicknesstw21
Flange thicknesstf40
Root fillet radiusr27
Depth between filletsd225

Mass and area

Mass per metremass245
Cross-sectional areaA312

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy68100
Elastic section modulus about y-axisWel,y3800
Plastic section modulus about y-axisWpl,y4440
Radius of gyration about y-axisiy14.8

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz19700
Elastic section modulus about z-axisWel,z1280
Plastic section modulus about z-axisWpl,z1950
Radius of gyration about z-axisiz7.95

Torsion and warping

Torsion constant (St Venant)It1510
Warping constantIw5

Classification and stability

Flange local-buckling ratiocf/tf2.93
Web local-buckling ratiocw/tw10.7
Buckling parameteru8.028
Torsional indexX8.2

Detailing dimensions

End clearanceC13
Notch dimension NN154
Notch dimension nn68

Surface area

Surface area per metreSA/m1.87

Is HE 320 M strong enough?

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

Passes - 60% utilised, deflection governs
Bending31%
486.9 / 1576.2 kNm
Shear14%
278.3 / 1943.0 kN
Deflection60%
11.6 / 19.4 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 320 M

HE 320 M has a mass of 245 kg/m, tabulated to EN 10365. A 12 m length therefore weighs about 2940 kg, which is the figure to use for a steel take-off or when checking a lift.

HE 320 M has a depth of 359 mm, a width of 309 mm, a web thickness of 21 mm, a flange thickness of 40 mm, with a cross-sectional area of 312 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 4,440 cm³, and the elastic modulus Wel,y is 3,800 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 1576 kNm before any stability check.

The second moment of area about the major axis, Iy, is 68,100 cm⁴, and about the minor axis Iz is 19,700 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 = 2.93 for the flange and cw/tw = 10.7 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 14.8 cm about the major axis and iz is 7.95 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 7.95 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 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 320 AAHE 320 AHE 320 BHE 320 CHE 340 AAHE 340 AHE 340 BHE 340 M

Compare with other sections

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

vs UC 305×305×240vs W 12X170

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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