IPEO 550

Production class: hot rolled (EN 10365)

Section geometry

IPEO shape
Height (h):
556mm
Width (b):
212mm
Web thickness (tw):
12.7mm
Flange thickness (tf):
20.2mm
Radius (r):
24mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
7.915E8
Z-axis:
3.224E7
Elastic section modulus (Wel):mm³
Y-axis:
2.847E6
Z-axis:
3.041E5
Plastic section modulus (Wpl):mm³
Y-axis:
3.263E6
Z-axis:
4.805E5
Radius of gyration (i):mm
Y-axis:
225
Z-axis:
45
Plastic shear area (Av):mm²
Y-axis:
8565
Z-axis:
8268

Weight per meter:
123kg/m
Area (A):
15610mm²
Surface area per meter:
1.893m²/m
Torsion constant (It):
1.871E6mm⁴
Warping constant (Iw):
2.302E12mm⁶

Profile overview for IPEO 550

The IPEO 550 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 556 mm and a flange width (b) of 212 mm, supported by a 12.7 mm thick web and 20.2 mm thick flanges. With a cross-sectional area of 15610 mm² and a linear mass of 123 kg/m, the IPEO 550 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 791500000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 3263000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 32240000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the IPEO 550 provides a y-axis shear area (at strong bending axis) of 8564.8 mm² for web shear verification and a torsion constant of 1871000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 2302000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.