IPEA 220

Production class: hot rolled (EN 10365)

Section geometry

IPEA shape
Height (h):
217mm
Width (b):
110mm
Web thickness (tw):
5mm
Flange thickness (tf):
7.7mm
Radius (r):
12mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
2.316E7
Z-axis:
1.714E6
Elastic section modulus (Wel):mm³
Y-axis:
2.135E5
Z-axis:
31160
Plastic section modulus (Wpl):mm³
Y-axis:
2.402E5
Z-axis:
48480
Radius of gyration (i):mm
Y-axis:
90
Z-axis:
24
Plastic shear area (Av):mm²
Y-axis:
1694
Z-axis:
1354

Weight per meter:
22.2kg/m
Area (A):
2830mm²
Surface area per meter:
0.843m²/m
Torsion constant (It):
56790mm⁴
Warping constant (Iw):
1.870E10mm⁶

Profile overview for IPEA 220

The IPEA 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 217 mm and a flange width (b) of 110 mm, supported by a 5 mm thick web and 7.7 mm thick flanges. With a cross-sectional area of 2830 mm² and a linear mass of 22.2 kg/m, the IPEA 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 23160000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 240200 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 1714000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the IPEA 220 provides a y-axis shear area (at strong bending axis) of 1694 mm² for web shear verification and a torsion constant of 56790 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 18700000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.