HEAA 650

Production class: hot rolled (EN 10365)

Section geometry

HEAA shape
Height (h):
620mm
Width (b):
300mm
Web thickness (tw):
12.5mm
Flange thickness (tf):
16mm
Radius (r):
27mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
1.139E9
Z-axis:
7.220E7
Elastic section modulus (Wel):mm³
Y-axis:
3.675E6
Z-axis:
4.813E5
Plastic section modulus (Wpl):mm³
Y-axis:
4.159E6
Z-axis:
7.506E5
Radius of gyration (i):mm
Y-axis:
254
Z-axis:
64
Plastic shear area (Av):mm²
Y-axis:
9600
Z-axis:
9039

Weight per meter:
138kg/m
Area (A):
17580mm²
Surface area per meter:
2.369m²/m
Torsion constant (It):
1.584E6mm⁴
Warping constant (Iw):
6.566E12mm⁶

Profile overview for HEAA 650

The HEAA 650 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 620 mm and a flange width (b) of 300 mm, supported by a 12.5 mm thick web and 16 mm thick flanges. With a cross-sectional area of 17580 mm² and a linear mass of 138 kg/m, the HEAA 650 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 1139400000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 4159000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 72200000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the HEAA 650 provides a y-axis shear area (at strong bending axis) of 9600 mm² for web shear verification and a torsion constant of 1584000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 6566000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.