IPB 340 (DIN 1025)

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

h = 340 mm · b = 300 mm · tw = 12 mm · tf = 21.5 mm · G = 134 kg/m

DIN 1025 I/H section
Cross-Section Profile — IPB 340 (to scale)

All dimensions in mm · I/H section · G = 134 kg/m · DIN 1025

134
kg / m
171
A (cm²)
36660
Iy (cm⁴)
2160
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 340 mm
Width b 300 mm
Web thickness tw 12 mm
Flange thickness tf 21.5 mm
Area A 171 cm²
Mass per length G 134 kg/m
Second moment (y-y) Iy 36660 cm⁴
Elastic modulus (y-y) Wy 2160 cm³
Plastic modulus (y-y) Wpl,y —
Radius (y-y) = √(Iy/A) iy 14.6419 cm
Second moment (z-z) Iz —
Elastic modulus (z-z) Wz —
Plastic modulus (z-z) Wpl,z —
Radius (z-z) iz 14.1 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.