HEAA 600

Production class: hot rolled (EN 10365)

Section geometry

HEAA shape
Height (h):
571mm
Width (b):
300mm
Web thickness (tw):
12mm
Flange thickness (tf):
15.5mm
Radius (r):
27mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
9.187E8
Z-axis:
6.993E7
Elastic section modulus (Wel):mm³
Y-axis:
3.217E6
Z-axis:
4.662E5
Plastic section modulus (Wpl):mm³
Y-axis:
3.623E6
Z-axis:
7.244E5
Radius of gyration (i):mm
Y-axis:
236
Z-axis:
65
Plastic shear area (Av):mm²
Y-axis:
9300
Z-axis:
8128

Weight per meter:
129kg/m
Area (A):
16410mm²
Surface area per meter:
2.272m²/m
Torsion constant (It):
1.417E6mm⁴
Warping constant (Iw):
5.380E12mm⁶

Profile overview for HEAA 600

The HEAA 600 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 571 mm and a flange width (b) of 300 mm, supported by a 12 mm thick web and 15.5 mm thick flanges. With a cross-sectional area of 16410 mm² and a linear mass of 129 kg/m, the HEAA 600 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 918700000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 3623000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 69930000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the HEAA 600 provides a y-axis shear area (at strong bending axis) of 9300 mm² for web shear verification and a torsion constant of 1417000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 5380000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.