HEAA 400

Production class: hot rolled (EN 10365)

Section geometry

HEAA shape
Height (h):
378mm
Width (b):
300mm
Web thickness (tw):
9.5mm
Flange thickness (tf):
13mm
Radius (r):
27mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
3.125E8
Z-axis:
5.861E7
Elastic section modulus (Wel):mm³
Y-axis:
1.653E6
Z-axis:
3.907E5
Plastic section modulus (Wpl):mm³
Y-axis:
1.824E6
Z-axis:
5.996E5
Radius of gyration (i):mm
Y-axis:
162
Z-axis:
70
Plastic shear area (Av):mm²
Y-axis:
7800
Z-axis:
4795

Weight per meter:
92.4kg/m
Area (A):
11770mm²
Surface area per meter:
1.891m²/m
Torsion constant (It):
8.131E5mm⁴
Warping constant (Iw):
1.948E12mm⁶

Profile overview for HEAA 400

The HEAA 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 378 mm and a flange width (b) of 300 mm, supported by a 9.5 mm thick web and 13 mm thick flanges. With a cross-sectional area of 11770 mm² and a linear mass of 92.4 kg/m, the HEAA 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 312500000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 1824000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 58610000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the HEAA 400 provides a y-axis shear area (at strong bending axis) of 7800 mm² for web shear verification and a torsion constant of 813100 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 1948000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.