HEAA 160

Production class: hot rolled (EN 10365)

Section geometry

HEAA shape
Height (h):
148mm
Width (b):
160mm
Web thickness (tw):
4.5mm
Flange thickness (tf):
7mm
Radius (r):
15mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
1.282E7
Z-axis:
4.787E6
Elastic section modulus (Wel):mm³
Y-axis:
1.733E5
Z-axis:
59840
Plastic section modulus (Wpl):mm³
Y-axis:
1.904E5
Z-axis:
91360
Radius of gyration (i):mm
Y-axis:
65
Z-axis:
39
Plastic shear area (Av):mm²
Y-axis:
2240
Z-axis:
1037

Weight per meter:
23.8kg/m
Area (A):
3040mm²
Surface area per meter:
0.901m²/m
Torsion constant (It):
64310mm⁴
Warping constant (Iw):
2.375E10mm⁶

Profile overview for HEAA 160

The HEAA 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 148 mm and a flange width (b) of 160 mm, supported by a 4.5 mm thick web and 7 mm thick flanges. With a cross-sectional area of 3040 mm² and a linear mass of 23.8 kg/m, the HEAA 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 12820000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 190400 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 4787000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the HEAA 160 provides a y-axis shear area (at strong bending axis) of 2240 mm² for web shear verification and a torsion constant of 64310 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 23750000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.