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HE 320 C - Section Properties

The HE 320 C is a European wide-flange beam (HE) with a mass of 186 kg/m, an overall depth of 340 mm and width of 305 mm. It has a cross-sectional area of 237 cm², a second moment of area Iᵧ of 48700 cm⁴, a plastic modulus Wₚₗ,ᵧ of 3270 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
186 kg/m
Depth
340 mm
Width
305 mm
Area
237 cm²
Ask about capacity, buckling or detailing for HE 320 C.
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HE section profile showing the dimension symbols used for HE 320 C

Dimension symbols for HE sections. Not to scale.

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

Geometry

Depth of sectionh340
Width of sectionb305
Web thicknesstw16
Flange thicknesstf30.5
Root fillet radiusr27
Depth between filletsd225

Mass and area

Mass per metremass186
Cross-sectional areaA237

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy48700
Elastic section modulus about y-axisWel,y2860
Plastic section modulus about y-axisWpl,y3270
Radius of gyration about y-axisiy14.3

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz14400
Elastic section modulus about z-axisWel,z947
Plastic section modulus about z-axisWpl,z1440
Radius of gyration about z-axisiz7.81

Torsion and warping

Torsion constant (St Venant)It688
Warping constantIw3.45

Classification and stability

Flange local-buckling ratiocf/tf3.85
Web local-buckling ratiocw/tw14.1
Buckling parameteru7.945
Torsional indexX10.3

Detailing dimensions

End clearanceC10
Notch dimension NN156
Notch dimension nn58

Surface area

Surface area per metreSA/m1.82

Is HE 320 C strong enough?

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

Passes - 60% utilised, deflection governs
Bending30%
349.1 / 1160.8 kNm
Shear13%
199.5 / 1481.9 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 C

HE 320 C has a mass of 186 kg/m, tabulated to EN 10365. A 12 m length therefore weighs about 2232 kg, which is the figure to use for a steel take-off or when checking a lift.

HE 320 C has a depth of 340 mm, a width of 305 mm, a web thickness of 16 mm, a flange thickness of 30.5 mm, with a cross-sectional area of 237 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 3,270 cm³, and the elastic modulus Wel,y is 2,860 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 1161 kNm before any stability check.

The second moment of area about the major axis, Iy, is 48,700 cm⁴, and about the minor axis Iz is 14,400 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 = 3.85 for the flange and cw/tw = 14.1 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 14.3 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 688 cm⁴, and the warping constant Iw is 3.45 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 MHE 320 AAHE 320 AHE 320 BHE 320 MHE 340 AAHE 340 AHE 340 B

Compare with other sections

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

vs UC 305×305×198

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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