HEC 220

Production class: hot rolled (EN 10365)

Section geometry

HEC shape
Height (h):
230mm
Width (b):
223mm
Web thickness (tw):
12.5mm
Flange thickness (tf):
21mm
Radius (r):
18mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
1.117E8
Z-axis:
3.887E7
Elastic section modulus (Wel):mm³
Y-axis:
9.721E5
Z-axis:
3.486E5
Plastic section modulus (Wpl):mm³
Y-axis:
1.114E6
Z-axis:
5.323E5
Radius of gyration (i):mm
Y-axis:
96
Z-axis:
56
Plastic shear area (Av):mm²
Y-axis:
9366
Z-axis:
3646

Weight per meter:
94.1kg/m
Area (A):
11990mm²
Surface area per meter:
1.296m²/m
Torsion constant (It):
1.678E6mm⁴
Warping constant (Iw):
4.238E11mm⁶

Profile overview for HEC 220

The HEC 220 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 230 mm and a flange width (b) of 223 mm, supported by a 12.5 mm thick web and 21 mm thick flanges. With a cross-sectional area of 11990 mm² and a linear mass of 94.1 kg/m, the HEC 220 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 111700000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 1114000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 38870000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the HEC 220 provides a y-axis shear area (at strong bending axis) of 9366 mm² for web shear verification and a torsion constant of 1678000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 423800000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.