HEA 500

Production class: hot rolled (EN 10365)

Section geometry

HEA shape
Height (h):
490mm
Width (b):
300mm
Web thickness (tw):
12mm
Flange thickness (tf):
23mm
Radius (r):
27mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
8.697E8
Z-axis:
1.036E8
Elastic section modulus (Wel):mm³
Y-axis:
3.549E6
Z-axis:
6.911E5
Plastic section modulus (Wpl):mm³
Y-axis:
3.948E6
Z-axis:
1.058E6
Radius of gyration (i):mm
Y-axis:
209
Z-axis:
72
Plastic shear area (Av):mm²
Y-axis:
13800
Z-axis:
7471

Weight per meter:
155kg/m
Area (A):
19750mm²
Surface area per meter:
2.11m²/m
Torsion constant (It):
3.178E6mm⁴
Warping constant (Iw):
5.643E12mm⁶

Profile overview for HEA 500

The HEA 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 490 mm and a flange width (b) of 300 mm, supported by a 12 mm thick web and 23 mm thick flanges. With a cross-sectional area of 19750 mm² and a linear mass of 155 kg/m, the HEA 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 869700000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 3948000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 103600000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the HEA 500 provides a y-axis shear area (at strong bending axis) of 13800 mm² for web shear verification and a torsion constant of 3178000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 5643000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.