HEAA 320

Production class: hot rolled (EN 10365)

Section geometry

HEAA shape
Height (h):
301mm
Width (b):
300mm
Web thickness (tw):
8mm
Flange thickness (tf):
11mm
Radius (r):
27mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
1.644E8
Z-axis:
4.959E7
Elastic section modulus (Wel):mm³
Y-axis:
1.092E6
Z-axis:
3.306E5
Plastic section modulus (Wpl):mm³
Y-axis:
1.196E6
Z-axis:
5.057E5
Radius of gyration (i):mm
Y-axis:
131
Z-axis:
72
Plastic shear area (Av):mm²
Y-axis:
6600
Z-axis:
3539

Weight per meter:
74.2kg/m
Area (A):
9460mm²
Surface area per meter:
1.74m²/m
Torsion constant (It):
5.358E5mm⁴
Warping constant (Iw):
1.040E12mm⁶

Profile overview for HEAA 320

The HEAA 320 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 301 mm and a flange width (b) of 300 mm, supported by a 8 mm thick web and 11 mm thick flanges. With a cross-sectional area of 9460 mm² and a linear mass of 74.2 kg/m, the HEAA 320 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 164400000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 1196000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 49590000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the HEAA 320 provides a y-axis shear area (at strong bending axis) of 6600 mm² for web shear verification and a torsion constant of 535800 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 1040000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.