HEB 800

Production class: hot rolled (EN 10365)

Section geometry

HEB shape
Height (h):
800mm
Width (b):
300mm
Web thickness (tw):
17.5mm
Flange thickness (tf):
33mm
Radius (r):
30mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
3.591E9
Z-axis:
1.490E8
Elastic section modulus (Wel):mm³
Y-axis:
8.977E6
Z-axis:
9.935E5
Plastic section modulus (Wpl):mm³
Y-axis:
1.022E7
Z-axis:
1.553E6
Radius of gyration (i):mm
Y-axis:
327
Z-axis:
66
Plastic shear area (Av):mm²
Y-axis:
19800
Z-axis:
16170

Weight per meter:
262kg/m
Area (A):
33420mm²
Surface area per meter:
2.713m²/m
Torsion constant (It):
9.587E6mm⁴
Warping constant (Iw):
2.184E13mm⁶

Profile overview for HEB 800

The HEB 800 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 800 mm and a flange width (b) of 300 mm, supported by a 17.5 mm thick web and 33 mm thick flanges. With a cross-sectional area of 33420 mm² and a linear mass of 262 kg/m, the HEB 800 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 3590800000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 10220000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 149000000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the HEB 800 provides a y-axis shear area (at strong bending axis) of 19800 mm² for web shear verification and a torsion constant of 9587000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 21840000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.