UPN 300 (EN 10279)

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 = 300 mm · b = 100 mm · tw = 10 mm · tf = 16 mm · G = 46.2 kg/m

EN 10279 Channel section
Cross-Section Profile — UPN 300 (to scale)

All dimensions in mm · Channel section · G = 46.2 kg/m · EN 10279

46.2
kg / m
58.8
A (cm²)
8030
Iy (cm⁴)
535
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 300 mm
Width b 100 mm
Web thickness tw 10 mm
Flange thickness tf 16 mm
Root radius r 16 mm
Area A 58.8 cm²
Mass per length G 46.2 kg/m
Second moment (y-y) Iy 8030 cm⁴
Elastic modulus (y-y) Wy 535 cm³
Plastic modulus (y-y) Wpl,y 632 cm³
Radius (y-y) = √(Iy/A) iy 11.6861 cm
Second moment (z-z) Iz 495 cm⁴
Elastic modulus (z-z) Wz 67.8 cm³
Plastic modulus (z-z) Wpl,z 130 cm³
Radius (z-z) = √(Iz/A) iz 2.90144 cm
Torsion constant It 37.4 cm⁴
Warping constant Iw 69100 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.