IPE 600 (EN 10365) | SectionLib

Cross-Section Profile — IPE 600 (to scale)

All dimensions in mm · I/H section · G = 122 kg/m · EN 10365

122

kg / m

156

A (cm²)

92080

Iy (cm⁴)

3069

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 220 mm

Web thickness tw 12 mm

Flange thickness tf 19 mm

Root radius r 24 mm

Area A 156 cm²

Mass per length G 122 kg/m

Second moment (y-y) Iy 92080 cm⁴

Elastic modulus (y-y) Wy 3069 cm³

Plastic modulus (y-y) Wpl,y 3512 cm³

Radius (y-y) = √(Iy/A) iy 24.2952 cm

Second moment (z-z) Iz 3387 cm⁴

Elastic modulus (z-z) Wz 307.9 cm³

Plastic modulus (z-z) Wpl,z 485.6 cm³

Radius (z-z) = √(Iz/A) iz 4.65956 cm

Torsion constant It 165.2 cm⁴

Warping constant Iw 2845000 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.