CivilAxisCivilAxis
☕ Support🌐 Community

HE 500 M - Section Properties

The HE 500 M is a European wide-flange beam (HE) with a mass of 270 kg/m, an overall depth of 524 mm and width of 306 mm. It has a cross-sectional area of 344 cm², a second moment of area Iᵧ of 162000 cm⁴, a plastic modulus Wₚₗ,ᵧ of 7090 cm³, tabulated by CivilAxis from EN 10365 · Continental Steel.

Mass
270 kg/m
Depth
524 mm
Width
306 mm
Area
344 cm²
Ask about capacity, buckling or detailing for HE 500 M.
🔍 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 500 M

Dimension symbols for HE sections. Not to scale.

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

Geometry

Depth of sectionh524
Width of sectionb306
Web thicknesstw21
Flange thicknesstf40
Root fillet radiusr27
Depth between filletsd390

Mass and area

Mass per metremass270
Cross-sectional areaA344

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy162000
Elastic section modulus about y-axisWel,y6180
Plastic section modulus about y-axisWpl,y7090
Radius of gyration about y-axisiy21.7

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz19200
Elastic section modulus about z-axisWel,z1250
Plastic section modulus about z-axisWpl,z1930
Radius of gyration about z-axisiz7.46

Torsion and warping

Torsion constant (St Venant)It1540
Warping constantIw11.2

Classification and stability

Flange local-buckling ratiocf/tf2.89
Web local-buckling ratiocw/tw18.6
Buckling parameteru8.157
Torsional indexX12.9

Detailing dimensions

End clearanceC13
Notch dimension NN154
Notch dimension nn68

Surface area

Surface area per metreSA/m2.18

Is HE 500 M strong enough?

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

Passes - 61% utilised, deflection governs
Bending31%
785.5 / 2516.9 kNm
Shear11%
299.3 / 2648.1 kN
Deflection61%
17.7 / 29.2 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 M

HE 500 M has a mass of 270 kg/m, tabulated to EN 10365. A 12 m length therefore weighs about 3240 kg, which is the figure to use for a steel take-off or when checking a lift.

HE 500 M has a depth of 524 mm, a width of 306 mm, a web thickness of 21 mm, a flange thickness of 40 mm, with a cross-sectional area of 344 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 7,090 cm³, and the elastic modulus Wel,y is 6,180 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 2517 kNm before any stability check.

The second moment of area about the major axis, Iy, is 162,000 cm⁴, and about the minor axis Iz is 19,200 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 = 2.89 for the flange and cw/tw = 18.6 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 21.7 cm about the major axis and iz is 7.46 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 7.46 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 1,540 cm⁴, and the warping constant Iw is 11.2 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 MHE 500 AAHE 500 AHE 500 BHE 550 AAHE 550 AHE 550 BHE 550 M

Compare with other sections

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

vs W 21X166vs W 18X192

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…