IPEA 600

Production class: hot rolled (EN 10365)

Section geometry

IPEA shape
Height (h):
597mm
Width (b):
220mm
Web thickness (tw):
9.8mm
Flange thickness (tf):
17.5mm
Radius (r):
24mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
8.291E8
Z-axis:
3.116E7
Elastic section modulus (Wel):mm³
Y-axis:
2.777E6
Z-axis:
2.832E5
Plastic section modulus (Wpl):mm³
Y-axis:
3.141E6
Z-axis:
4.420E5
Radius of gyration (i):mm
Y-axis:
245
Z-axis:
47
Plastic shear area (Av):mm²
Y-axis:
7700
Z-axis:
7013

Weight per meter:
108kg/m
Area (A):
13700mm²
Surface area per meter:
2.013m²/m
Torsion constant (It):
1.221E6mm⁴
Warping constant (Iw):
2.607E12mm⁶

Profile overview for IPEA 600

The IPEA 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 597 mm and a flange width (b) of 220 mm, supported by a 9.8 mm thick web and 17.5 mm thick flanges. With a cross-sectional area of 13700 mm² and a linear mass of 108 kg/m, the IPEA 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 829100000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 3141000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 31160000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the IPEA 600 provides a y-axis shear area (at strong bending axis) of 7700 mm² for web shear verification and a torsion constant of 1221000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 2607000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.