HEB 400

Production class: hot rolled (EN 10365)

Section geometry

HEB shape
Height (h):
400mm
Width (b):
300mm
Web thickness (tw):
13.5mm
Flange thickness (tf):
24mm
Radius (r):
27mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
5.768E8
Z-axis:
1.081E8
Elastic section modulus (Wel):mm³
Y-axis:
2.884E6
Z-axis:
7.212E5
Plastic section modulus (Wpl):mm³
Y-axis:
3.231E6
Z-axis:
1.104E6
Radius of gyration (i):mm
Y-axis:
170
Z-axis:
73
Plastic shear area (Av):mm²
Y-axis:
14400
Z-axis:
6997

Weight per meter:
155kg/m
Area (A):
19780mm²
Surface area per meter:
1.927m²/m
Torsion constant (It):
3.610E6mm⁴
Warping constant (Iw):
3.817E12mm⁶

Profile overview for HEB 400

The HEB 400 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 400 mm and a flange width (b) of 300 mm, supported by a 13.5 mm thick web and 24 mm thick flanges. With a cross-sectional area of 19780 mm² and a linear mass of 155 kg/m, the HEB 400 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 576800000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 3231000 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 HEB 400 provides a y-axis shear area (at strong bending axis) of 14400 mm² for web shear verification and a torsion constant of 3610000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 3817000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.