HEA 550

Production class: hot rolled (EN 10365)

Section geometry

HEA shape
Height (h):
540mm
Width (b):
300mm
Web thickness (tw):
12.5mm
Flange thickness (tf):
24mm
Radius (r):
27mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
1.119E9
Z-axis:
1.081E8
Elastic section modulus (Wel):mm³
Y-axis:
4.145E6
Z-axis:
7.212E5
Plastic section modulus (Wpl):mm³
Y-axis:
4.621E6
Z-axis:
1.106E6
Radius of gyration (i):mm
Y-axis:
229
Z-axis:
71
Plastic shear area (Av):mm²
Y-axis:
14400
Z-axis:
8371

Weight per meter:
166kg/m
Area (A):
21180mm²
Surface area per meter:
2.209m²/m
Torsion constant (It):
3.603E6mm⁴
Warping constant (Iw):
7.188E12mm⁶

Profile overview for HEA 550

The HEA 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 540 mm and a flange width (b) of 300 mm, supported by a 12.5 mm thick web and 24 mm thick flanges. With a cross-sectional area of 21180 mm² and a linear mass of 166 kg/m, the HEA 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 1119300000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 4621000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 108100000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the HEA 550 provides a y-axis shear area (at strong bending axis) of 14400 mm² for web shear verification and a torsion constant of 3603000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 7188000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.