HEB 200

Production class: hot rolled (EN 10365)

Section geometry

HEB shape
Height (h):
200mm
Width (b):
200mm
Web thickness (tw):
9mm
Flange thickness (tf):
15mm
Radius (r):
18mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
5.696E7
Z-axis:
2.003E7
Elastic section modulus (Wel):mm³
Y-axis:
5.696E5
Z-axis:
2.003E5
Plastic section modulus (Wpl):mm³
Y-axis:
6.425E5
Z-axis:
3.058E5
Radius of gyration (i):mm
Y-axis:
85
Z-axis:
50
Plastic shear area (Av):mm²
Y-axis:
6000
Z-axis:
2483

Weight per meter:
61.3kg/m
Area (A):
7810mm²
Surface area per meter:
1.151m²/m
Torsion constant (It):
5.970E5mm⁴
Warping constant (Iw):
1.711E11mm⁶

Profile overview for HEB 200

The HEB 200 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 200 mm and a flange width (b) of 200 mm, supported by a 9 mm thick web and 15 mm thick flanges. With a cross-sectional area of 7810 mm² and a linear mass of 61.3 kg/m, the HEB 200 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 56960000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 642500 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 20030000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the HEB 200 provides a y-axis shear area (at strong bending axis) of 6000 mm² for web shear verification and a torsion constant of 597000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 171100000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.