HEB Wide Flange

HEB 360 (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 = 360 mm · b = 300 mm · tw = 12.5 mm · tf = 22.5 mm · G = 142 kg/m

EN 10365 I/H section
Cross-Section Profile — HEB 360 (to scale)

All dimensions in mm · I/H section · G = 142 kg/m · EN 10365

142
kg / m
180.6
A (cm²)
43190
Iy (cm⁴)
2399
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 360 mm
Width b 300 mm
Web thickness tw 12.5 mm
Flange thickness tf 22.5 mm
Root radius r 27 mm
Area A 180.6 cm²
Mass per length G 142 kg/m
Second moment (y-y) Iy 43190 cm⁴
Elastic modulus (y-y) Wy 2399 cm³
Plastic modulus (y-y) Wpl,y 2682 cm³
Radius (y-y) = √(Iy/A) iy 15.4644 cm
Second moment (z-z) Iz 10140 cm⁴
Elastic modulus (z-z) Wz 676 cm³
Plastic modulus (z-z) Wpl,z 1032 cm³
Radius (z-z) = √(Iz/A) iz 7.49308 cm
Torsion constant It 298.3 cm⁴
Warping constant Iw 2883000 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.