HEB 700–1000

HEB 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 = 700 mm · b = 300 mm · tw = 17 mm · tf = 32 mm · G = 241 kg/m

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

All dimensions in mm · I/H section · G = 241 kg/m · EN 10365

241
kg / m
306.4
A (cm²)
256880
Iy (cm⁴)
7339
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 700 mm
Width b 300 mm
Web thickness tw 17 mm
Flange thickness tf 32 mm
Root radius r 27 mm
Area A 306.4 cm²
Mass per length G 241 kg/m
Second moment (y-y) Iy 256880 cm⁴
Elastic modulus (y-y) Wy 7339 cm³
Plastic modulus (y-y) Wpl,y 8327 cm³
Radius (y-y) = √(Iy/A) iy 28.9548 cm
Second moment (z-z) Iz 14440 cm⁴
Elastic modulus (z-z) Wz 962.7 cm³
Plastic modulus (z-z) Wpl,z 1495 cm³
Radius (z-z) = √(Iz/A) iz 6.86498 cm
Torsion constant It 838.8 cm⁴
Warping constant Iw 16060000 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.