HEM 700 (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 = 716 mm · b = 304 mm · tw = 21 mm · tf = 40 mm · G = 301 kg/m

EN 10365 I/H section
Cross-Section Profile — HEM 700 (to scale)

All dimensions in mm · I/H section · G = 301 kg/m · EN 10365

301
kg / m
383
A (cm²)
329270
Iy (cm⁴)
9197
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 716 mm
Width b 304 mm
Web thickness tw 21 mm
Flange thickness tf 40 mm
Root radius r 27 mm
Area A 383 cm²
Mass per length G 301 kg/m
Second moment (y-y) Iy 329270 cm⁴
Elastic modulus (y-y) Wy 9197 cm³
Plastic modulus (y-y) Wpl,y 10530 cm³
Radius (y-y) = √(Iy/A) iy 29.3209 cm
Second moment (z-z) Iz 18790 cm⁴
Elastic modulus (z-z) Wz 1236 cm³
Plastic modulus (z-z) Wpl,z 1928 cm³
Radius (z-z) = √(Iz/A) iz 7.00429 cm
Torsion constant It 1594 cm⁴
Warping constant Iw 21390000 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.