HEM 160

Production class: hot rolled (EN 10365)

Section geometry

HEM shape
Height (h):
180mm
Width (b):
166mm
Web thickness (tw):
14mm
Flange thickness (tf):
23mm
Radius (r):
15mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
5.098E7
Z-axis:
1.758E7
Elastic section modulus (Wel):mm³
Y-axis:
5.664E5
Z-axis:
2.118E5
Plastic section modulus (Wpl):mm³
Y-axis:
6.745E5
Z-axis:
3.254E5
Radius of gyration (i):mm
Y-axis:
72
Z-axis:
42
Plastic shear area (Av):mm²
Y-axis:
7636
Z-axis:
3081

Weight per meter:
76.2kg/m
Area (A):
9710mm²
Surface area per meter:
0.97m²/m
Torsion constant (It):
1.605E6mm⁴
Warping constant (Iw):
1.080E11mm⁶

Profile overview for HEM 160

The HEM 160 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 180 mm and a flange width (b) of 166 mm, supported by a 14 mm thick web and 23 mm thick flanges. With a cross-sectional area of 9710 mm² and a linear mass of 76.2 kg/m, the HEM 160 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 50980000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 674500 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 17580000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the HEM 160 provides a y-axis shear area (at strong bending axis) of 7636 mm² for web shear verification and a torsion constant of 1605000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 108000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.