IPB 140 (DIN 1025)

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

h = 140 mm · b = 140 mm · tw = 7 mm · tf = 12 mm · G = 33.7 kg/m

DIN 1025 I/H section
Cross-Section Profile — IPB 140 (to scale)

All dimensions in mm · I/H section · G = 33.7 kg/m · DIN 1025

33.7
kg / m
43
A (cm²)
1510
Iy (cm⁴)
216
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 140 mm
Width b 140 mm
Web thickness tw 7 mm
Flange thickness tf 12 mm
Area A 43 cm²
Mass per length G 33.7 kg/m
Second moment (y-y) Iy 1510 cm⁴
Elastic modulus (y-y) Wy 216 cm³
Plastic modulus (y-y) Wpl,y —
Radius (y-y) = √(Iy/A) iy 5.9259 cm
Second moment (z-z) Iz —
Elastic modulus (z-z) Wz —
Plastic modulus (z-z) Wpl,z —
Radius (z-z) iz 5.93 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.