HEC 200

Production class: hot rolled (EN 10365)

Section geometry

HEC shape
Height (h):
210mm
Width (b):
203mm
Web thickness (tw):
12mm
Flange thickness (tf):
20mm
Radius (r):
18mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
8.029E7
Z-axis:
2.794E7
Elastic section modulus (Wel):mm³
Y-axis:
7.647E5
Z-axis:
2.752E5
Plastic section modulus (Wpl):mm³
Y-axis:
8.806E5
Z-axis:
4.209E5
Radius of gyration (i):mm
Y-axis:
87
Z-axis:
51
Plastic shear area (Av):mm²
Y-axis:
8120
Z-axis:
3278

Weight per meter:
81.9kg/m
Area (A):
10440mm²
Surface area per meter:
1.177m²/m
Torsion constant (It):
1.347E6mm⁴
Warping constant (Iw):
2.516E11mm⁶

Profile overview for HEC 200

The HEC 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 210 mm and a flange width (b) of 203 mm, supported by a 12 mm thick web and 20 mm thick flanges. With a cross-sectional area of 10440 mm² and a linear mass of 81.9 kg/m, the HEC 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 80290000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 880600 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 27940000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the HEC 200 provides a y-axis shear area (at strong bending axis) of 8120 mm² for web shear verification and a torsion constant of 1347000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 251600000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.