HEA 160

Production class: hot rolled (EN 10365)

Section geometry

HEA shape
Height (h):
152mm
Width (b):
160mm
Web thickness (tw):
6mm
Flange thickness (tf):
9mm
Radius (r):
15mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
1.672E7
Z-axis:
6.155E6
Elastic section modulus (Wel):mm³
Y-axis:
2.201E5
Z-axis:
76940
Plastic section modulus (Wpl):mm³
Y-axis:
2.451E5
Z-axis:
1.176E5
Radius of gyration (i):mm
Y-axis:
65
Z-axis:
39
Plastic shear area (Av):mm²
Y-axis:
2880
Z-axis:
1321

Weight per meter:
30.4kg/m
Area (A):
3880mm²
Surface area per meter:
0.906m²/m
Torsion constant (It):
1.209E5mm⁴
Warping constant (Iw):
3.140E10mm⁶

Profile overview for HEA 160

The HEA 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 152 mm and a flange width (b) of 160 mm, supported by a 6 mm thick web and 9 mm thick flanges. With a cross-sectional area of 3880 mm² and a linear mass of 30.4 kg/m, the HEA 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 16720000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 245100 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 6155000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the HEA 160 provides a y-axis shear area (at strong bending axis) of 2880 mm² for web shear verification and a torsion constant of 120900 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 31400000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.