IPEO 400

Production class: hot rolled (EN 10365)

Section geometry

IPEO shape
Height (h):
404mm
Width (b):
182mm
Web thickness (tw):
9.7mm
Flange thickness (tf):
15.5mm
Radius (r):
21mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
2.674E8
Z-axis:
1.564E7
Elastic section modulus (Wel):mm³
Y-axis:
1.324E6
Z-axis:
1.718E5
Plastic section modulus (Wpl):mm³
Y-axis:
1.502E6
Z-axis:
2.690E5
Radius of gyration (i):mm
Y-axis:
166
Z-axis:
40
Plastic shear area (Av):mm²
Y-axis:
5642
Z-axis:
4798

Weight per meter:
75.7kg/m
Area (A):
9640mm²
Surface area per meter:
1.481m²/m
Torsion constant (It):
7.334E5mm⁴
Warping constant (Iw):
5.876E11mm⁶

Profile overview for IPEO 400

The IPEO 400 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 404 mm and a flange width (b) of 182 mm, supported by a 9.7 mm thick web and 15.5 mm thick flanges. With a cross-sectional area of 9640 mm² and a linear mass of 75.7 kg/m, the IPEO 400 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 267400000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 1502000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 15640000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the IPEO 400 provides a y-axis shear area (at strong bending axis) of 5642 mm² for web shear verification and a torsion constant of 733400 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 587600000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.