IPE 220

Production class: hot rolled (EN 10365)

Section geometry

IPE shape
Height (h):
220mm
Width (b):
110mm
Web thickness (tw):
5.9mm
Flange thickness (tf):
9.2mm
Radius (r):
12mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
2.771E7
Z-axis:
2.048E6
Elastic section modulus (Wel):mm³
Y-axis:
2.519E5
Z-axis:
37250
Plastic section modulus (Wpl):mm³
Y-axis:
2.854E5
Z-axis:
58110
Radius of gyration (i):mm
Y-axis:
91
Z-axis:
24
Plastic shear area (Av):mm²
Y-axis:
2024
Z-axis:
1588

Weight per meter:
26.2kg/m
Area (A):
3340mm²
Surface area per meter:
0.848m²/m
Torsion constant (It):
90300mm⁴
Warping constant (Iw):
2.267E10mm⁶

Profile overview for IPE 220

The IPE 220 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 220 mm and a flange width (b) of 110 mm, supported by a 5.9 mm thick web and 9.2 mm thick flanges. With a cross-sectional area of 3340 mm² and a linear mass of 26.2 kg/m, the IPE 220 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 27710000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 285400 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 2048000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the IPE 220 provides a y-axis shear area (at strong bending axis) of 2024 mm² for web shear verification and a torsion constant of 90300 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 22670000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.