HEAA 360

Production class: hot rolled (EN 10365)

Section geometry

HEAA shape
Height (h):
339mm
Width (b):
300mm
Web thickness (tw):
9mm
Flange thickness (tf):
12mm
Radius (r):
27mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
2.303E8
Z-axis:
5.410E7
Elastic section modulus (Wel):mm³
Y-axis:
1.359E6
Z-axis:
3.606E5
Plastic section modulus (Wpl):mm³
Y-axis:
1.495E6
Z-axis:
5.529E5
Radius of gyration (i):mm
Y-axis:
147
Z-axis:
71
Plastic shear area (Av):mm²
Y-axis:
7200
Z-axis:
4216

Weight per meter:
83.7kg/m
Area (A):
10660mm²
Surface area per meter:
1.814m²/m
Torsion constant (It):
6.713E5mm⁴
Warping constant (Iw):
1.443E12mm⁶

Profile overview for HEAA 360

The HEAA 360 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 339 mm and a flange width (b) of 300 mm, supported by a 9 mm thick web and 12 mm thick flanges. With a cross-sectional area of 10660 mm² and a linear mass of 83.7 kg/m, the HEAA 360 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 230300000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 1495000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 54100000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the HEAA 360 provides a y-axis shear area (at strong bending axis) of 7200 mm² for web shear verification and a torsion constant of 671300 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 1443000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.