IPB 360 (DIN 1025)

Not yet verified against an official manufacturer table — check before use.

h = 360 mm · b = 300 mm · tw = 12.5 mm · tf = 22.5 mm · G = 142 kg/m

DIN 1025 I/H section
Cross-Section Profile — IPB 360 (to scale)

All dimensions in mm · I/H section · G = 142 kg/m · DIN 1025

142
kg / m
181
A (cm²)
43190
Iy (cm⁴)
2400
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 360 mm
Width b 300 mm
Web thickness tw 12.5 mm
Flange thickness tf 22.5 mm
Area A 181 cm²
Mass per length G 142 kg/m
Second moment (y-y) Iy 43190 cm⁴
Elastic modulus (y-y) Wy 2400 cm³
Plastic modulus (y-y) Wpl,y —
Radius (y-y) = √(Iy/A) iy 15.4473 cm
Second moment (z-z) Iz —
Elastic modulus (z-z) Wz —
Plastic modulus (z-z) Wpl,z —
Radius (z-z) iz 14.5 cm

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.