HEA 400

Production class: hot rolled (EN 10365)

Section geometry

HEA shape
Height (h):
390mm
Width (b):
300mm
Web thickness (tw):
11mm
Flange thickness (tf):
19mm
Radius (r):
27mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
4.506E8
Z-axis:
8.563E7
Elastic section modulus (Wel):mm³
Y-axis:
2.311E6
Z-axis:
5.709E5
Plastic section modulus (Wpl):mm³
Y-axis:
2.561E6
Z-axis:
8.728E5
Radius of gyration (i):mm
Y-axis:
168
Z-axis:
73
Plastic shear area (Av):mm²
Y-axis:
11400
Z-axis:
5732

Weight per meter:
125kg/m
Area (A):
15900mm²
Surface area per meter:
1.912m²/m
Torsion constant (It):
1.931E6mm⁴
Warping constant (Iw):
2.942E12mm⁶

Profile overview for HEA 400

The HEA 400 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 390 mm and a flange width (b) of 300 mm, supported by a 11 mm thick web and 19 mm thick flanges. With a cross-sectional area of 15900 mm² and a linear mass of 125 kg/m, the HEA 400 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 450600000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 2561000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 85630000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the HEA 400 provides a y-axis shear area (at strong bending axis) of 11400 mm² for web shear verification and a torsion constant of 1931000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 2942000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.