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HE 300 M - Section Properties

The HE 300 M is a European wide-flange beam (HE) with a mass of 238 kg/m, an overall depth of 340 mm and width of 310 mm. It has a cross-sectional area of 303 cm², a second moment of area Iᵧ of 59200 cm⁴, a plastic modulus Wₚₗ,ᵧ of 4080 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
238 kg/m
Depth
340 mm
Width
310 mm
Area
303 cm²
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HE section profile showing the dimension symbols used for HE 300 M

Dimension symbols for HE sections. Not to scale.

HE 300 M section properties to EN 10365 · Continental Steel.

Geometry

Depth of sectionh340
Width of sectionb310
Web thicknesstw21
Flange thicknesstf39
Root fillet radiusr27
Depth between filletsd208

Mass and area

Mass per metremass238
Cross-sectional areaA303

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy59200
Elastic section modulus about y-axisWel,y3480
Plastic section modulus about y-axisWpl,y4080
Radius of gyration about y-axisiy14

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz19400
Elastic section modulus about z-axisWel,z1250
Plastic section modulus about z-axisWpl,z1910
Radius of gyration about z-axisiz8

Torsion and warping

Torsion constant (St Venant)It1410
Warping constantIw4.39

Classification and stability

Flange local-buckling ratiocf/tf3.01
Web local-buckling ratiocw/tw9.9
Buckling parameteru7.947
Torsional indexX7.88

Detailing dimensions

End clearanceC13
Notch dimension NN156
Notch dimension nn66

Surface area

Surface area per metreSA/m1.83

Is HE 300 M strong enough?

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

Passes - 59% utilised, deflection governs
Bending29%
422.6 / 1448.4 kNm
Shear13%
241.5 / 1853.9 kN
Deflection59%
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 300 M

HE 300 M has a mass of 238 kg/m, tabulated to EN 10365. A 12 m length therefore weighs about 2856 kg, which is the figure to use for a steel take-off or when checking a lift.

HE 300 M has a depth of 340 mm, a width of 310 mm, a web thickness of 21 mm, a flange thickness of 39 mm, with a cross-sectional area of 303 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 4,080 cm³, and the elastic modulus Wel,y is 3,480 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 1448 kNm before any stability check.

The second moment of area about the major axis, Iy, is 59,200 cm⁴, and about the minor axis Iz is 19,400 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 = 3.01 for the flange and cw/tw = 9.9 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 cm about the major axis and iz is 8 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 8 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 1,410 cm⁴, and the warping constant Iw is 4.39 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 300 AAHE 300 AHE 300 BHE 300 CHE 320 AAHE 320 AHE 320 BHE 320 C

Compare with other sections

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

vs W 12X152

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