IPB 600 (DIN 1025)

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

— value withheld pending verification: iz

h = 600 mm · b = 300 mm · tw = 15.5 mm · tf = 30 mm · G = 212 kg/m

DIN 1025 I/H section
Cross-Section Profile — IPB 600 (to scale)

Dimension diagram withheld pending verification.

All dimensions in mm · I/H section · G = 212 kg/m · DIN 1025

212
kg / m
270
A (cm²)
171000
Iy (cm⁴)
5700
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 600 mm
Width b 300 mm
Web thickness tw 15.5 mm
Flange thickness tf 30 mm
Area A 270 cm²
Mass per length G 212 kg/m
Second moment (y-y) Iy 171000 cm⁴
Elastic modulus (y-y) Wy 5700 cm³
Plastic modulus (y-y) Wpl,y —
Radius (y-y) = √(Iy/A) iy 25.1661 cm
Second moment (z-z) Iz —
Elastic modulus (z-z) Wz —
Plastic modulus (z-z) Wpl,z —
Radius (z-z) iz —

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.