HEAA 120

Production class: hot rolled (EN 10365)

Section geometry

HEAA shape
Height (h):
109mm
Width (b):
120mm
Web thickness (tw):
4.2mm
Flange thickness (tf):
5.5mm
Radius (r):
12mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
4.133E6
Z-axis:
1.588E6
Elastic section modulus (Wel):mm³
Y-axis:
75840
Z-axis:
26460
Plastic section modulus (Wpl):mm³
Y-axis:
84110
Z-axis:
40620
Radius of gyration (i):mm
Y-axis:
47
Z-axis:
29
Plastic shear area (Av):mm²
Y-axis:
1320
Z-axis:
690.3

Weight per meter:
14.6kg/m
Area (A):
1860mm²
Surface area per meter:
0.669m²/m
Torsion constant (It):
25910mm⁴
Warping constant (Iw):
4.242E9mm⁶

Profile overview for HEAA 120

The HEAA 120 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 109 mm and a flange width (b) of 120 mm, supported by a 4.2 mm thick web and 5.5 mm thick flanges. With a cross-sectional area of 1860 mm² and a linear mass of 14.6 kg/m, the HEAA 120 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 4133000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 84110 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 1588000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the HEAA 120 provides a y-axis shear area (at strong bending axis) of 1320 mm² for web shear verification and a torsion constant of 25910 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 4242000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.