IPEO 600

Production class: hot rolled (EN 10365)

Section geometry

IPEO shape
Height (h):
610mm
Width (b):
224mm
Web thickness (tw):
15mm
Flange thickness (tf):
24mm
Radius (r):
24mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
1.183E9
Z-axis:
4.520E7
Elastic section modulus (Wel):mm³
Y-axis:
3.878E6
Z-axis:
4.036E5
Plastic section modulus (Wpl):mm³
Y-axis:
4.471E6
Z-axis:
6.400E5
Radius of gyration (i):mm
Y-axis:
245
Z-axis:
47
Plastic shear area (Av):mm²
Y-axis:
10752
Z-axis:
10430

Weight per meter:
154kg/m
Area (A):
19680mm²
Surface area per meter:
2.045m²/m
Torsion constant (It):
3.163E6mm⁴
Warping constant (Iw):
3.859E12mm⁶

Profile overview for IPEO 600

The IPEO 600 is a structural steel cross-section utilized in commercial construction, industrial framing, and mechanical engineering. Manufactured as a hot rolled section, it complies with EN 10365 dimensional standards, ensuring predictability in detailing and fabrication.Access to its exact geometric and statical properties is essential for 3D modeling and structural verification.

Geometry: This open profile features a total depth (h) of 610 mm and a flange width (b) of 224 mm, supported by a 15 mm thick web and 24 mm thick flanges. With a cross-sectional area of 19680 mm² and a linear mass of 154 kg/m, the IPEO 600 offers a distinct stiffness-to-weight ratio for both column (axial) and beam applications.

Section properties: For design of bending, the major and minor axis properties dictate the member's structural capacity. The strong-axis moment of inertia (Iy) of 1183000000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 4471000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 45200000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the IPEO 600 provides a y-axis shear area (at strong bending axis) of 10752 mm² for web shear verification and a torsion constant of 3163000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 3859000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.