IPEV 500

Production class: hot rolled (EN 10365)

Section geometry

IPEV shape
Height (h):
514mm
Width (b):
204mm
Web thickness (tw):
14.2mm
Flange thickness (tf):
23mm
Radius (r):
21mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
7.071E8
Z-axis:
3.271E7
Elastic section modulus (Wel):mm³
Y-axis:
2.751E6
Z-axis:
3.207E5
Plastic section modulus (Wpl):mm³
Y-axis:
3.168E6
Z-axis:
5.066E5
Radius of gyration (i):mm
Y-axis:
207
Z-axis:
44
Plastic shear area (Av):mm²
Y-axis:
9384
Z-axis:
8316

Weight per meter:
129kg/m
Area (A):
16410mm²
Surface area per meter:
1.78m²/m
Torsion constant (It):
2.415E6mm⁴
Warping constant (Iw):
1.961E12mm⁶

Profile overview for IPEV 500

The IPEV 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 514 mm and a flange width (b) of 204 mm, supported by a 14.2 mm thick web and 23 mm thick flanges. With a cross-sectional area of 16410 mm² and a linear mass of 129 kg/m, the IPEV 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 707100000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 3168000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 32710000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the IPEV 500 provides a y-axis shear area (at strong bending axis) of 9384 mm² for web shear verification and a torsion constant of 2415000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 1961000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.