CivilAxisCivilAxis
☕ Support🌐 Community

HE 180 C - Section Properties

The HE 180 C is a European wide-flange beam (HE) with a mass of 69.8 kg/m, an overall depth of 190 mm and width of 183 mm. It has a cross-sectional area of 89 cm², a second moment of area Iᵧ of 5540 cm⁴, a plastic modulus Wₚₗ,ᵧ of 675 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
69.8 kg/m
Depth
190 mm
Width
183 mm
Area
89 cm²
Ask about capacity, buckling or detailing for HE 180 C.
🔍 Open the full Steel Catalogue📖 Design theory📐 Worked example
or pick a unit on any row
HE section profile showing the dimension symbols used for HE 180 C

Dimension symbols for HE sections. Not to scale.

HE 180 C section properties to EN 10365 · Continental Steel.

Geometry

Depth of sectionh190
Width of sectionb183
Web thicknesstw11.5
Flange thicknesstf19
Root fillet radiusr15
Depth between filletsd122

Mass and area

Mass per metremass69.8
Cross-sectional areaA89

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy5540
Elastic section modulus about y-axisWel,y584
Plastic section modulus about y-axisWpl,y675
Radius of gyration about y-axisiy7.89

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz1940
Elastic section modulus about z-axisWel,z212
Plastic section modulus about z-axisWpl,z325
Radius of gyration about z-axisiz4.68

Torsion and warping

Torsion constant (St Venant)It101
Warping constantIw0.142

Classification and stability

Flange local-buckling ratiocf/tf3.72
Web local-buckling ratiocw/tw10.6
Buckling parameteru6.016
Torsional indexX9.05

Detailing dimensions

End clearanceC8
Notch dimension NN96
Notch dimension nn34

Surface area

Surface area per metreSA/m1.06

Is HE 180 C strong enough?

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

Passes - 59% utilised, deflection governs
Bending29%
69.0 / 239.6 kNm
Shear12%
69.0 / 560.5 kN
Deflection59%
6.6 / 11.1 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 180 C

HE 180 C has a mass of 69.8 kg/m, tabulated to EN 10365. A 12 m length therefore weighs about 838 kg, which is the figure to use for a steel take-off or when checking a lift.

HE 180 C has a depth of 190 mm, a width of 183 mm, a web thickness of 11.5 mm, a flange thickness of 19 mm, with a cross-sectional area of 89 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 675 cm³, and the elastic modulus Wel,y is 584 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 240 kNm before any stability check.

The second moment of area about the major axis, Iy, is 5,540 cm⁴, and about the minor axis Iz is 1,940 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 = 3.72 for the flange and cw/tw = 10.6 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 7.89 cm about the major axis and iz is 4.68 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 4.68 cm a 0.5 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 101 cm⁴, and the warping constant Iw is 0.142 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 160 MHE 180 AAHE 180 AHE 180 BHE 180 MHE 200 AAHE 200 AHE 200 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
All HE sizes
Wide-Flange Beams (HEA/HEB/HEM)
Full steel section tables
Every UB, UC, hollow, channel & angle section
Open the interactive tool
Search, compare & run EC3 capacity checks
Rate this
No ratings yet
Sign in to join the discussion.
Loading…