HEAA 500

Production class: hot rolled (EN 10365)

Section geometry

HEAA shape
Height (h):
472mm
Width (b):
300mm
Web thickness (tw):
10.5mm
Flange thickness (tf):
14mm
Radius (r):
27mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
5.464E8
Z-axis:
6.313E7
Elastic section modulus (Wel):mm³
Y-axis:
2.315E6
Z-axis:
4.209E5
Plastic section modulus (Wpl):mm³
Y-axis:
2.576E6
Z-axis:
6.492E5
Radius of gyration (i):mm
Y-axis:
199
Z-axis:
67
Plastic shear area (Av):mm²
Y-axis:
8400
Z-axis:
6190

Weight per meter:
107kg/m
Area (A):
13690mm²
Surface area per meter:
2.077m²/m
Torsion constant (It):
1.026E6mm⁴
Warping constant (Iw):
3.303E12mm⁶

Profile overview for HEAA 500

The HEAA 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 472 mm and a flange width (b) of 300 mm, supported by a 10.5 mm thick web and 14 mm thick flanges. With a cross-sectional area of 13690 mm² and a linear mass of 107 kg/m, the HEAA 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 546400000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 2576000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 63130000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the HEAA 500 provides a y-axis shear area (at strong bending axis) of 8400 mm² for web shear verification and a torsion constant of 1026000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 3303000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.