HEA 650

Production class: hot rolled (EN 10365)

Section geometry

HEA shape
Height (h):
640mm
Width (b):
300mm
Web thickness (tw):
13.5mm
Flange thickness (tf):
26mm
Radius (r):
27mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
1.752E9
Z-axis:
1.172E8
Elastic section modulus (Wel):mm³
Y-axis:
5.474E6
Z-axis:
7.815E5
Plastic section modulus (Wpl):mm³
Y-axis:
6.136E6
Z-axis:
1.204E6
Radius of gyration (i):mm
Y-axis:
269
Z-axis:
69
Plastic shear area (Av):mm²
Y-axis:
15600
Z-axis:
10310

Weight per meter:
190kg/m
Area (A):
24160mm²
Surface area per meter:
2.407m²/m
Torsion constant (It):
4.576E6mm⁴
Warping constant (Iw):
1.102E13mm⁶

Profile overview for HEA 650

The HEA 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 640 mm and a flange width (b) of 300 mm, supported by a 13.5 mm thick web and 26 mm thick flanges. With a cross-sectional area of 24160 mm² and a linear mass of 190 kg/m, the HEA 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 1751700000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 6136000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 117200000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the HEA 650 provides a y-axis shear area (at strong bending axis) of 15600 mm² for web shear verification and a torsion constant of 4576000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 11020000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.