HEA 140

Production class: hot rolled (EN 10365)

Section geometry

HEA shape
Height (h):
133mm
Width (b):
140mm
Web thickness (tw):
5.5mm
Flange thickness (tf):
8.5mm
Radius (r):
12mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
1.033E7
Z-axis:
3.893E6
Elastic section modulus (Wel):mm³
Y-axis:
1.553E5
Z-axis:
55610
Plastic section modulus (Wpl):mm³
Y-axis:
1.734E5
Z-axis:
84840
Radius of gyration (i):mm
Y-axis:
57
Z-axis:
35
Plastic shear area (Av):mm²
Y-axis:
2380
Z-axis:
1012

Weight per meter:
24.7kg/m
Area (A):
3140mm²
Surface area per meter:
0.794m²/m
Torsion constant (It):
81010mm⁴
Warping constant (Iw):
1.506E10mm⁶

Profile overview for HEA 140

The HEA 140 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 133 mm and a flange width (b) of 140 mm, supported by a 5.5 mm thick web and 8.5 mm thick flanges. With a cross-sectional area of 3140 mm² and a linear mass of 24.7 kg/m, the HEA 140 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 10330000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 173400 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 3893000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the HEA 140 provides a y-axis shear area (at strong bending axis) of 2380 mm² for web shear verification and a torsion constant of 81010 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 15060000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.