HEB 450

Production class: hot rolled (EN 10365)

Section geometry

HEB shape
Height (h):
450mm
Width (b):
300mm
Web thickness (tw):
14mm
Flange thickness (tf):
26mm
Radius (r):
27mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
7.988E8
Z-axis:
1.172E8
Elastic section modulus (Wel):mm³
Y-axis:
3.550E6
Z-axis:
7.814E5
Plastic section modulus (Wpl):mm³
Y-axis:
3.982E6
Z-axis:
1.197E6
Radius of gyration (i):mm
Y-axis:
191
Z-axis:
73
Plastic shear area (Av):mm²
Y-axis:
15600
Z-axis:
7965

Weight per meter:
171kg/m
Area (A):
21800mm²
Surface area per meter:
2.026m²/m
Torsion constant (It):
4.479E6mm⁴
Warping constant (Iw):
5.258E12mm⁶

Profile overview for HEB 450

The HEB 450 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 450 mm and a flange width (b) of 300 mm, supported by a 14 mm thick web and 26 mm thick flanges. With a cross-sectional area of 21800 mm² and a linear mass of 171 kg/m, the HEB 450 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 798800000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 3982000 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 HEB 450 provides a y-axis shear area (at strong bending axis) of 15600 mm² for web shear verification and a torsion constant of 4479000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 5258000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.