IPEO 500

Production class: hot rolled (EN 10365)

Section geometry

IPEO shape
Height (h):
506mm
Width (b):
202mm
Web thickness (tw):
12mm
Flange thickness (tf):
19mm
Radius (r):
21mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
5.777E8
Z-axis:
2.621E7
Elastic section modulus (Wel):mm³
Y-axis:
2.283E6
Z-axis:
2.595E5
Plastic section modulus (Wpl):mm³
Y-axis:
2.612E6
Z-axis:
4.085E5
Radius of gyration (i):mm
Y-axis:
205
Z-axis:
43
Plastic shear area (Av):mm²
Y-axis:
7676
Z-axis:
7020

Weight per meter:
107kg/m
Area (A):
13670mm²
Surface area per meter:
1.76m²/m
Torsion constant (It):
1.427E6mm⁴
Warping constant (Iw):
1.547E12mm⁶

Profile overview for IPEO 500

The IPEO 500 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 506 mm and a flange width (b) of 202 mm, supported by a 12 mm thick web and 19 mm thick flanges. With a cross-sectional area of 13670 mm² and a linear mass of 107 kg/m, the IPEO 500 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 577700000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 2612000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 26210000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the IPEO 500 provides a y-axis shear area (at strong bending axis) of 7676 mm² for web shear verification and a torsion constant of 1427000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 1547000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.