HEA 360

Production class: hot rolled (EN 10365)

Section geometry

HEA shape
Height (h):
350mm
Width (b):
300mm
Web thickness (tw):
10mm
Flange thickness (tf):
17.5mm
Radius (r):
27mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
3.308E8
Z-axis:
7.886E7
Elastic section modulus (Wel):mm³
Y-axis:
1.890E6
Z-axis:
5.257E5
Plastic section modulus (Wpl):mm³
Y-axis:
2.088E6
Z-axis:
8.022E5
Radius of gyration (i):mm
Y-axis:
152
Z-axis:
74
Plastic shear area (Av):mm²
Y-axis:
10500
Z-axis:
4895

Weight per meter:
112kg/m
Area (A):
14280mm²
Surface area per meter:
1.834m²/m
Torsion constant (It):
1.533E6mm⁴
Warping constant (Iw):
2.176E12mm⁶

Profile overview for HEA 360

The HEA 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 350 mm and a flange width (b) of 300 mm, supported by a 10 mm thick web and 17.5 mm thick flanges. With a cross-sectional area of 14280 mm² and a linear mass of 112 kg/m, the HEA 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 330800000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 2088000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 78860000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the HEA 360 provides a y-axis shear area (at strong bending axis) of 10500 mm² for web shear verification and a torsion constant of 1533000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 2176000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.