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HE 500 A - Section Properties

The HE 500 A is a European wide-flange beam (HE) with a mass of 155 kg/m, an overall depth of 490 mm and width of 300 mm. It has a cross-sectional area of 198 cm², a second moment of area Iᵧ of 87000 cm⁴, a plastic modulus Wₚₗ,ᵧ of 3950 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
155 kg/m
Depth
490 mm
Width
300 mm
Area
198 cm²
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HE section profile showing the dimension symbols used for HE 500 A

Dimension symbols for HE sections. Not to scale.

HE 500 A section properties to EN 10365 · Continental Steel.

Geometry

Depth of sectionh490
Width of sectionb300
Web thicknesstw12
Flange thicknesstf23
Root fillet radiusr27
Depth between filletsd390

Mass and area

Mass per metremass155
Cross-sectional areaA198

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy87000
Elastic section modulus about y-axisWel,y3550
Plastic section modulus about y-axisWpl,y3950
Radius of gyration about y-axisiy21

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz10400
Elastic section modulus about z-axisWel,z691
Plastic section modulus about z-axisWpl,z1060
Radius of gyration about z-axisiz7.24

Torsion and warping

Torsion constant (St Venant)It318
Warping constantIw5.64

Classification and stability

Flange local-buckling ratiocf/tf5.09
Web local-buckling ratiocw/tw32.5
Buckling parameteru8.05
Torsional indexX20.8

Detailing dimensions

End clearanceC8
Notch dimension NN154
Notch dimension nn50

Surface area

Surface area per metreSA/m2.11

Is HE 500 A strong enough?

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

Passes - 59% utilised, deflection governs
Bending31%
431.3 / 1402.3 kNm
Shear11%
172.5 / 1540.9 kN
Deflection59%
16.4 / 27.8 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 500 A

HE 500 A has a mass of 155 kg/m, tabulated to EN 10365. A 12 m length therefore weighs about 1860 kg, which is the figure to use for a steel take-off or when checking a lift.

HE 500 A has a depth of 490 mm, a width of 300 mm, a web thickness of 12 mm, a flange thickness of 23 mm, with a cross-sectional area of 198 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 3,950 cm³, and the elastic modulus Wel,y is 3,550 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 1402 kNm before any stability check.

The second moment of area about the major axis, Iy, is 87,000 cm⁴, and about the minor axis Iz is 10,400 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 = 5.09 for the flange and cw/tw = 32.5 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 21 cm about the major axis and iz is 7.24 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 7.24 cm a 0.7 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 318 cm⁴, and the warping constant Iw is 5.64 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 450 AHE 450 BHE 450 MHE 500 AAHE 500 BHE 500 MHE 550 AAHE 550 A

Compare with other sections

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

vs UB 457×191×161vs H-500x300x13x21

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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