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HE 200 B - Section Properties

The HE 200 B is a European wide-flange beam (HE) with a mass of 61.3 kg/m, an overall depth of 200 mm and width of 200 mm. It has a cross-sectional area of 78.1 cm², a second moment of area Iᵧ of 5700 cm⁴, a plastic modulus Wₚₗ,ᵧ of 642 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
61.3 kg/m
Depth
200 mm
Width
200 mm
Area
78.1 cm²
Ask about capacity, buckling or detailing for HE 200 B.
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HE section profile showing the dimension symbols used for HE 200 B

Dimension symbols for HE sections. Not to scale.

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

Geometry

Depth of sectionh200
Width of sectionb200
Web thicknesstw9
Flange thicknesstf15
Root fillet radiusr18
Depth between filletsd134

Mass and area

Mass per metremass61.3
Cross-sectional areaA78.1

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy5700
Elastic section modulus about y-axisWel,y570
Plastic section modulus about y-axisWpl,y642
Radius of gyration about y-axisiy8.54

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz2000
Elastic section modulus about z-axisWel,z200
Plastic section modulus about z-axisWpl,z306
Radius of gyration about z-axisiz5.07

Torsion and warping

Torsion constant (St Venant)It59.7
Warping constantIw0.171

Classification and stability

Flange local-buckling ratiocf/tf5.17
Web local-buckling ratiocw/tw14.9
Buckling parameteru6.267
Torsional indexX12

Detailing dimensions

End clearanceC7
Notch dimension NN106
Notch dimension nn34

Surface area

Surface area per metreSA/m1.15

Is HE 200 B strong enough?

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

Passes - 60% utilised, deflection governs
Bending32%
72.0 / 227.9 kNm
Shear14%
72.0 / 509.3 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 B

HE 200 B has a mass of 61.3 kg/m, tabulated to EN 10365. A 12 m length therefore weighs about 736 kg, which is the figure to use for a steel take-off or when checking a lift.

HE 200 B has a depth of 200 mm, a width of 200 mm, a web thickness of 9 mm, a flange thickness of 15 mm, with a cross-sectional area of 78.1 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 642 cm³, and the elastic modulus Wel,y is 570 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 228 kNm before any stability check.

The second moment of area about the major axis, Iy, is 5,700 cm⁴, and about the minor axis Iz is 2,000 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 = 5.17 for the flange and cw/tw = 14.9 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 8.54 cm about the major axis and iz is 5.07 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 5.07 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 59.7 cm⁴, and the warping constant Iw is 0.171 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 CHE 180 MHE 200 AAHE 200 AHE 200 CHE 200 MHE 220 AAHE 220 A

Compare with other sections

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

vs UC 203×203×60vs W 8X40vs H-200x200x9x14

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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