HEAA 550

Production class: hot rolled (EN 10365)

Section geometry

HEAA shape
Height (h):
522mm
Width (b):
300mm
Web thickness (tw):
11.5mm
Flange thickness (tf):
15mm
Radius (r):
27mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
7.287E8
Z-axis:
6.766E7
Elastic section modulus (Wel):mm³
Y-axis:
2.792E6
Z-axis:
4.511E5
Plastic section modulus (Wpl):mm³
Y-axis:
3.127E6
Z-axis:
6.986E5
Radius of gyration (i):mm
Y-axis:
218
Z-axis:
66
Plastic shear area (Av):mm²
Y-axis:
9000
Z-axis:
7266

Weight per meter:
120kg/m
Area (A):
15280mm²
Surface area per meter:
2.175m²/m
Torsion constant (It):
1.266E6mm⁴
Warping constant (Iw):
4.337E12mm⁶

Profile overview for HEAA 550

The HEAA 550 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 522 mm and a flange width (b) of 300 mm, supported by a 11.5 mm thick web and 15 mm thick flanges. With a cross-sectional area of 15280 mm² and a linear mass of 120 kg/m, the HEAA 550 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 728700000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 3127000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 67660000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the HEAA 550 provides a y-axis shear area (at strong bending axis) of 9000 mm² for web shear verification and a torsion constant of 1266000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 4337000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.