HEM Wide Flange

HEM 200 (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 = 220 mm · b = 206 mm · tw = 15 mm · tf = 25 mm · G = 103 kg/m

EN 10365 I/H section
Cross-Section Profile — HEM 200 (to scale)

All dimensions in mm · I/H section · G = 103 kg/m · EN 10365

103
kg / m
131.3
A (cm²)
10640
Iy (cm⁴)
967.4
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 220 mm
Width b 206 mm
Web thickness tw 15 mm
Flange thickness tf 25 mm
Root radius r 18 mm
Area A 131.3 cm²
Mass per length G 103 kg/m
Second moment (y-y) Iy 10640 cm⁴
Elastic modulus (y-y) Wy 967.4 cm³
Plastic modulus (y-y) Wpl,y 1135 cm³
Radius (y-y) = √(Iy/A) iy 9.00199 cm
Second moment (z-z) Iz 3651 cm⁴
Elastic modulus (z-z) Wz 354.4 cm³
Plastic modulus (z-z) Wpl,z 543.2 cm³
Radius (z-z) = √(Iz/A) iz 5.27319 cm
Torsion constant It 257.5 cm⁴
Warping constant Iw 346200 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.