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HE 300 C - Section Properties

The HE 300 C is a European wide-flange beam (HE) with a mass of 177 kg/m, an overall depth of 320 mm and width of 305 mm. It has a cross-sectional area of 225 cm², a second moment of area Iᵧ of 41000 cm⁴, a plastic modulus Wₚₗ,ᵧ of 2930 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
177 kg/m
Depth
320 mm
Width
305 mm
Area
225 cm²
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HE section profile showing the dimension symbols used for HE 300 C

Dimension symbols for HE sections. Not to scale.

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

Geometry

Depth of sectionh320
Width of sectionb305
Web thicknesstw16
Flange thicknesstf29
Root fillet radiusr27
Depth between filletsd208

Mass and area

Mass per metremass177
Cross-sectional areaA225

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy41000
Elastic section modulus about y-axisWel,y2560
Plastic section modulus about y-axisWpl,y2930
Radius of gyration about y-axisiy13.5

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz13700
Elastic section modulus about z-axisWel,z901
Plastic section modulus about z-axisWpl,z1370
Radius of gyration about z-axisiz7.81

Torsion and warping

Torsion constant (St Venant)It604
Warping constantIw2.9

Classification and stability

Flange local-buckling ratiocf/tf4.05
Web local-buckling ratiocw/tw13
Buckling parameteru7.835
Torsional indexX10

Detailing dimensions

End clearanceC10
Notch dimension NN156
Notch dimension nn56

Surface area

Surface area per metreSA/m1.78

Is HE 300 C strong enough?

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

Passes - 60% utilised, deflection governs
Bending30%
316.9 / 1040.2 kNm
Shear14%
195.0 / 1401.9 kN
Deflection60%
10.8 / 18.1 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 C

HE 300 C has a mass of 177 kg/m, tabulated to EN 10365. A 12 m length therefore weighs about 2124 kg, which is the figure to use for a steel take-off or when checking a lift.

HE 300 C has a depth of 320 mm, a width of 305 mm, a web thickness of 16 mm, a flange thickness of 29 mm, with a cross-sectional area of 225 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 2,930 cm³, and the elastic modulus Wel,y is 2,560 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 1040 kNm before any stability check.

The second moment of area about the major axis, Iy, is 41,000 cm⁴, and about the minor axis Iz is 13,700 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 = 4.05 for the flange and cw/tw = 13 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 13.5 cm about the major axis and iz is 7.81 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 7.81 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 604 cm⁴, and the warping constant Iw is 2.9 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 280 MHE 300 AAHE 300 AHE 300 BHE 300 MHE 320 AAHE 320 AHE 320 B

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