IPN Beams

IPN 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, 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 = 200 mm · b = 90 mm · tw = 7.5 mm · tf = 11.3 mm · G = 26.2 kg/m

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

All dimensions in mm · I/H section · G = 26.2 kg/m · EN 10365

26.2
kg / m
33.4
A (cm²)
2140
Iy (cm⁴)
214
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 200 mm
Width b 90 mm
Web thickness tw 7.5 mm
Flange thickness tf 11.3 mm
Area A 33.4 cm²
Mass per length G 26.2 kg/m
Second moment (y-y) Iy 2140 cm⁴
Elastic modulus (y-y) Wy 214 cm³
Plastic modulus (y-y) Wpl,y 250 cm³
Radius (y-y) = √(Iy/A) iy 8.00449 cm
Second moment (z-z) Iz 117 cm⁴
Elastic modulus (z-z) Wz 26 cm³
Plastic modulus (z-z) Wpl,z 43.5 cm³
Radius (z-z) = √(Iz/A) iz 1.87163 cm
Torsion constant It 13.5 cm⁴
Warping constant Iw 10500 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.