HEA Wide Flange

HEA 900 (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 = 890 mm · b = 300 mm · tw = 16 mm · tf = 30 mm · G = 252 kg/m

EN 10365 I/H section
Cross-Section Profile — HEA 900 (to scale)

All dimensions in mm · I/H section · G = 252 kg/m · EN 10365

252
kg / m
320.5
A (cm²)
422070
Iy (cm⁴)
9484
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 890 mm
Width b 300 mm
Web thickness tw 16 mm
Flange thickness tf 30 mm
Root radius r 30 mm
Area A 320.5 cm²
Mass per length G 252 kg/m
Second moment (y-y) Iy 422070 cm⁴
Elastic modulus (y-y) Wy 9484 cm³
Plastic modulus (y-y) Wpl,y 10810 cm³
Radius (y-y) = √(Iy/A) iy 36.2893 cm
Second moment (z-z) Iz 13540 cm⁴
Elastic modulus (z-z) Wz 903.1 cm³
Plastic modulus (z-z) Wpl,z 1414 cm³
Radius (z-z) = √(Iz/A) iz 6.49973 cm
Torsion constant It 749 cm⁴
Warping constant Iw 24960000 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.