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HE 160 C - Section Properties

The HE 160 C is a European wide-flange beam (HE) with a mass of 59.2 kg/m, an overall depth of 170 mm and width of 163 mm. It has a cross-sectional area of 75.4 cm², a second moment of area Iᵧ of 3700 cm⁴, a plastic modulus Wₚₗ,ᵧ of 508 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
59.2 kg/m
Depth
170 mm
Width
163 mm
Area
75.4 cm²
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HE section profile showing the dimension symbols used for HE 160 C

Dimension symbols for HE sections. Not to scale.

HE 160 C section properties to EN 10365 · Continental Steel.

Geometry

Depth of sectionh170
Width of sectionb163
Web thicknesstw11
Flange thicknesstf18
Root fillet radiusr15
Depth between filletsd104

Mass and area

Mass per metremass59.2
Cross-sectional areaA75.4

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy3700
Elastic section modulus about y-axisWel,y436
Plastic section modulus about y-axisWpl,y508
Radius of gyration about y-axisiy7.01

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz1300
Elastic section modulus about z-axisWel,z160
Plastic section modulus about z-axisWpl,z245
Radius of gyration about z-axisiz4.16

Torsion and warping

Torsion constant (St Venant)It78.7
Warping constantIw0.075

Classification and stability

Flange local-buckling ratiocf/tf3.39
Web local-buckling ratiocw/tw9.45
Buckling parameteru5.669
Torsional indexX8.41

Detailing dimensions

End clearanceC8
Notch dimension NN86
Notch dimension nn34

Surface area

Surface area per metreSA/m0.944

Is HE 160 C strong enough?

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

Passes - 59% utilised, deflection governs
Bending29%
52.8 / 180.3 kNm
Shear12%
60.4 / 494.0 kN
Deflection59%
5.8 / 9.7 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 160 C

HE 160 C has a mass of 59.2 kg/m, tabulated to EN 10365. A 12 m length therefore weighs about 710 kg, which is the figure to use for a steel take-off or when checking a lift.

HE 160 C has a depth of 170 mm, a width of 163 mm, a web thickness of 11 mm, a flange thickness of 18 mm, with a cross-sectional area of 75.4 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 508 cm³, and the elastic modulus Wel,y is 436 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 180 kNm before any stability check.

The second moment of area about the major axis, Iy, is 3,700 cm⁴, and about the minor axis Iz is 1,300 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 = 3.39 for the flange and cw/tw = 9.45 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 7.01 cm about the major axis and iz is 4.16 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 4.16 cm a 0.4 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 78.7 cm⁴, and the warping constant Iw is 0.075 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 140 MHE 160 AAHE 160 AHE 160 BHE 160 MHE 180 AAHE 180 AHE 180 B

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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