IPEA 550

Production class: hot rolled (EN 10365)

Section geometry

IPEA shape
Height (h):
547mm
Width (b):
210mm
Web thickness (tw):
9mm
Flange thickness (tf):
15.7mm
Radius (r):
24mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
5.997E8
Z-axis:
2.432E7
Elastic section modulus (Wel):mm³
Y-axis:
2.193E6
Z-axis:
2.316E5
Plastic section modulus (Wpl):mm³
Y-axis:
2.474E6
Z-axis:
3.615E5
Radius of gyration (i):mm
Y-axis:
226
Z-axis:
45
Plastic shear area (Av):mm²
Y-axis:
6594
Z-axis:
6029

Weight per meter:
92.1kg/m
Area (A):
11730mm²
Surface area per meter:
1.875m²/m
Torsion constant (It):
8.929E5mm⁴
Warping constant (Iw):
1.710E12mm⁶

Profile overview for IPEA 550

The IPEA 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 547 mm and a flange width (b) of 210 mm, supported by a 9 mm thick web and 15.7 mm thick flanges. With a cross-sectional area of 11730 mm² and a linear mass of 92.1 kg/m, the IPEA 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 599700000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 2474000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 24320000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the IPEA 550 provides a y-axis shear area (at strong bending axis) of 6594 mm² for web shear verification and a torsion constant of 892900 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 1710000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.