HEB Wide Flange

HEB 500 (EN 10365)

Source: ArcelorMittal Sales Programme V2026-1. Verified fields: A, G, It, Iw, Iy, Iz, Wply, Wplz, Wy, Wz, b, h, iy, iz, r, tf, tw. Other fields remain unverified unless identified as calculated. Radii of gyration are derived as i = √(I/A) from the cited source inertia and area.

h = 500 mm · b = 300 mm · tw = 14.5 mm · tf = 28 mm · G = 187 kg/m

EN 10365 I/H section
Cross-Section Profile — HEB 500 (to scale)

All dimensions in mm · I/H section · G = 187 kg/m · EN 10365

187
kg / m
238.6
A (cm²)
107170
Iy (cm⁴)
4287
Wy (cm³)

Reference values — verify against the current edition of the applicable standard or manufacturer's table before design use.

Section Properties

Overall depth h 500 mm
Width b 300 mm
Web thickness tw 14.5 mm
Flange thickness tf 28 mm
Root radius r 27 mm
Area A 238.6 cm²
Mass per length G 187 kg/m
Second moment (y-y) Iy 107170 cm⁴
Elastic modulus (y-y) Wy 4287 cm³
Plastic modulus (y-y) Wpl,y 4814 cm³
Radius (y-y) = √(Iy/A) iy 21.1934 cm
Second moment (z-z) Iz 12620 cm⁴
Elastic modulus (z-z) Wz 841.5 cm³
Plastic modulus (z-z) Wpl,z 1291 cm³
Radius (z-z) = √(Iz/A) iz 7.27268 cm
Torsion constant It 548.1 cm⁴
Warping constant Iw 7017000 cm⁶

Using this section record

Read the axis labels before using inertia or modulus: the major and minor axes are not interchangeable. Dimensions are in millimetres; area is in cm², second moments in cm⁴, moduli in cm³ and radii in cm. Convert powers of length consistently when transferring values to a calculation.

A Source line covers only its listed verified fields. Other fields remain subject to verification. A dash is unavailable, never zero. Withheld values must not be inferred from the remaining dimensions. Nominal mass and dimensions are reference values rather than measured tolerances or procurement guarantees. Confirm the exact product, manufacturing route, grade and thickness with the manufacturer. Section properties alone do not establish member resistance: stability, effective length, connections and project design requirements need separate assessment.