IPN 550

Production class: hot rolled (EN 10365)

Section geometry

IPN shape
Height (h):
550mm
Width (b):
200mm
Web thickness (tw):
19mm
Flange thickness (tf):
30mm
Radius (r):
19mm
Radius 2 (r2):
11.9mm
Flange slope:
14%

Section properties

Moment of inertia (I):mm⁴
Y-axis:
9.918E8
Z-axis:
3.490E7
Elastic section modulus (Wel):mm³
Y-axis:
3.610E6
Z-axis:
3.490E5
Plastic section modulus (Wpl):mm³
Y-axis:
4.240E6
Z-axis:
5.920E5
Radius of gyration (i):mm
Y-axis:
216
Z-axis:
40.2
Plastic shear area (Av):mm²
Y-axis:
12000
Z-axis:
11130

Weight per meter:
166kg/m
Area (A):
21200mm²
Surface area per meter:
1.8m²/m
Torsion constant (It):
5.440E6mm⁴
Warping constant (Iw):
2.390E12mm⁶

Profile overview for IPN 550

The IPN 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 550 mm and a flange width (b) of 200 mm, supported by a 19 mm thick web and 30 mm thick flanges. With a cross-sectional area of 21200 mm² and a linear mass of 166 kg/m, the IPN 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 991800000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 4240000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 34900000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the IPN 550 provides a y-axis shear area (at strong bending axis) of 12000 mm² for web shear verification and a torsion constant of 5440000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 2390000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.