HEM 340 (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 = 377 mm · b = 309 mm · tw = 21 mm · tf = 40 mm · G = 248 kg/m

EN 10365 I/H section
Cross-Section Profile — HEM 340 (to scale)

All dimensions in mm · I/H section · G = 248 kg/m · EN 10365

248
kg / m
315.8
A (cm²)
76370
Iy (cm⁴)
4051
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 377 mm
Width b 309 mm
Web thickness tw 21 mm
Flange thickness tf 40 mm
Root radius r 27 mm
Area A 315.8 cm²
Mass per length G 248 kg/m
Second moment (y-y) Iy 76370 cm⁴
Elastic modulus (y-y) Wy 4051 cm³
Plastic modulus (y-y) Wpl,y 4717 cm³
Radius (y-y) = √(Iy/A) iy 15.5509 cm
Second moment (z-z) Iz 19710 cm⁴
Elastic modulus (z-z) Wz 1275 cm³
Plastic modulus (z-z) Wpl,z 1952 cm³
Radius (z-z) = √(Iz/A) iz 7.90018 cm
Torsion constant It 1511 cm⁴
Warping constant Iw 5584000 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.