IPEAA 500

Production class: hot rolled (EN 10365)

Section geometry

IPEAA shape
Height (h):
495.2mm
Width (b):
200mm
Web thickness (tw):
7.5mm
Flange thickness (tf):
13.6mm
Radius (r):
21mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
3.994E8
Z-axis:
1.818E7
Elastic section modulus (Wel):mm³
Y-axis:
1.613E6
Z-axis:
1.818E5
Plastic section modulus (Wpl):mm³
Y-axis:
1.807E6
Z-axis:
2.817E5
Radius of gyration (i):mm
Y-axis:
206
Z-axis:
44
Plastic shear area (Av):mm²
Y-axis:
5440
Z-axis:
4561

Weight per meter:
73.2kg/m
Area (A):
9330mm²
Surface area per meter:
1.739m²/m
Torsion constant (It):
5.286E5mm⁴
Warping constant (Iw):
1.051E12mm⁶

Profile overview for IPEAA 500

The IPEAA 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 495.2 mm and a flange width (b) of 200 mm, supported by a 7.5 mm thick web and 13.6 mm thick flanges. With a cross-sectional area of 9330 mm² and a linear mass of 73.2 kg/m, the IPEAA 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 399400000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 1807000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 18180000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the IPEAA 500 provides a y-axis shear area (at strong bending axis) of 5440 mm² for web shear verification and a torsion constant of 528600 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 1051000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.