HEB 650

Production class: hot rolled (EN 10365)

Section geometry

HEB shape
Height (h):
650mm
Width (b):
300mm
Web thickness (tw):
16mm
Flange thickness (tf):
31mm
Radius (r):
27mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
2.106E9
Z-axis:
1.398E8
Elastic section modulus (Wel):mm³
Y-axis:
6.480E6
Z-axis:
9.322E5
Plastic section modulus (Wpl):mm³
Y-axis:
7.319E6
Z-axis:
1.441E6
Radius of gyration (i):mm
Y-axis:
271
Z-axis:
69
Plastic shear area (Av):mm²
Y-axis:
18600
Z-axis:
12200

Weight per meter:
225kg/m
Area (A):
28630mm²
Surface area per meter:
2.422m²/m
Torsion constant (It):
7.492E6mm⁴
Warping constant (Iw):
1.336E13mm⁶

Profile overview for HEB 650

The HEB 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 650 mm and a flange width (b) of 300 mm, supported by a 16 mm thick web and 31 mm thick flanges. With a cross-sectional area of 28630 mm² and a linear mass of 225 kg/m, the HEB 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 2106100000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 7319000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 139800000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the HEB 650 provides a y-axis shear area (at strong bending axis) of 18600 mm² for web shear verification and a torsion constant of 7492000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 13360000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.