HEC 180

Production class: hot rolled (EN 10365)

Section geometry

HEC shape
Height (h):
190mm
Width (b):
183mm
Web thickness (tw):
11.5mm
Flange thickness (tf):
19mm
Radius (r):
15mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
5.543E7
Z-axis:
1.944E7
Elastic section modulus (Wel):mm³
Y-axis:
5.834E5
Z-axis:
2.124E5
Plastic section modulus (Wpl):mm³
Y-axis:
6.750E5
Z-axis:
3.249E5
Radius of gyration (i):mm
Y-axis:
78
Z-axis:
46
Plastic shear area (Av):mm²
Y-axis:
6954
Z-axis:
2729

Weight per meter:
69.8kg/m
Area (A):
8900mm²
Surface area per meter:
1.063m²/m
Torsion constant (It):
1.014E6mm⁴
Warping constant (Iw):
1.418E11mm⁶

Profile overview for HEC 180

The HEC 180 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 190 mm and a flange width (b) of 183 mm, supported by a 11.5 mm thick web and 19 mm thick flanges. With a cross-sectional area of 8900 mm² and a linear mass of 69.8 kg/m, the HEC 180 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 55430000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 675000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 19440000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the HEC 180 provides a y-axis shear area (at strong bending axis) of 6954 mm² for web shear verification and a torsion constant of 1014000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 141800000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.