IPN 500

Production class: hot rolled (EN 10365)

Section geometry

IPN shape
Height (h):
500mm
Width (b):
185mm
Web thickness (tw):
18mm
Flange thickness (tf):
27mm
Radius (r):
18mm
Radius 2 (r2):
10.8mm
Flange slope:
14%

Section properties

Moment of inertia (I):mm⁴
Y-axis:
6.874E8
Z-axis:
2.480E7
Elastic section modulus (Wel):mm³
Y-axis:
2.750E6
Z-axis:
2.680E5
Plastic section modulus (Wpl):mm³
Y-axis:
3.240E6
Z-axis:
4.560E5
Radius of gyration (i):mm
Y-axis:
196
Z-axis:
37.2
Plastic shear area (Av):mm²
Y-axis:
9990
Z-axis:
9560

Weight per meter:
141kg/m
Area (A):
17940mm²
Surface area per meter:
1.63m²/m
Torsion constant (It):
4.020E6mm⁴
Warping constant (Iw):
1.400E12mm⁶

Profile overview for IPN 500

The IPN 500 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 500 mm and a flange width (b) of 185 mm, supported by a 18 mm thick web and 27 mm thick flanges. With a cross-sectional area of 17940 mm² and a linear mass of 141 kg/m, the IPN 500 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 687400000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 3240000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 24800000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the IPN 500 provides a y-axis shear area (at strong bending axis) of 9990 mm² for web shear verification and a torsion constant of 4020000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 1400000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.