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HE 200 C - Section Properties

The HE 200 C is a European wide-flange beam (HE) with a mass of 81.9 kg/m, an overall depth of 210 mm and width of 203 mm. It has a cross-sectional area of 104 cm², a second moment of area Iᵧ of 8030 cm⁴, a plastic modulus Wₚₗ,ᵧ of 881 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
81.9 kg/m
Depth
210 mm
Width
203 mm
Area
104 cm²
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HE section profile showing the dimension symbols used for HE 200 C

Dimension symbols for HE sections. Not to scale.

HE 200 C section properties to EN 10365 · Continental Steel.

Geometry

Depth of sectionh210
Width of sectionb203
Web thicknesstw12
Flange thicknesstf20
Root fillet radiusr18
Depth between filletsd134

Mass and area

Mass per metremass81.9
Cross-sectional areaA104

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy8030
Elastic section modulus about y-axisWel,y765
Plastic section modulus about y-axisWpl,y881
Radius of gyration about y-axisiy8.77

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz2790
Elastic section modulus about z-axisWel,z275
Plastic section modulus about z-axisWpl,z421
Radius of gyration about z-axisiz5.17

Torsion and warping

Torsion constant (St Venant)It135
Warping constantIw0.252

Classification and stability

Flange local-buckling ratiocf/tf3.88
Web local-buckling ratiocw/tw11.2
Buckling parameteru6.339
Torsional indexX9.45

Detailing dimensions

End clearanceC8
Notch dimension NN106
Notch dimension nn38

Surface area

Surface area per metreSA/m1.18

Is HE 200 C strong enough?

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

Passes - 60% utilised, deflection governs
Bending33%
102.0 / 312.8 kNm
Shear15%
102.0 / 664.1 kN
Deflection60%
6.7 / 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 200 C

HE 200 C has a mass of 81.9 kg/m, tabulated to EN 10365. A 12 m length therefore weighs about 983 kg, which is the figure to use for a steel take-off or when checking a lift.

HE 200 C has a depth of 210 mm, a width of 203 mm, a web thickness of 12 mm, a flange thickness of 20 mm, with a cross-sectional area of 104 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 881 cm³, and the elastic modulus Wel,y is 765 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 313 kNm before any stability check.

The second moment of area about the major axis, Iy, is 8,030 cm⁴, and about the minor axis Iz is 2,790 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 = 3.88 for the flange and cw/tw = 11.2 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 8.77 cm about the major axis and iz is 5.17 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 5.17 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 135 cm⁴, and the warping constant Iw is 0.252 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 180 MHE 200 AAHE 200 AHE 200 BHE 200 MHE 220 AAHE 220 AHE 220 B

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📘 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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