HEB 140

Production class: hot rolled (EN 10365)

Section geometry

HEB shape
Height (h):
140mm
Width (b):
140mm
Web thickness (tw):
7mm
Flange thickness (tf):
12mm
Radius (r):
12mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
1.509E7
Z-axis:
5.496E6
Elastic section modulus (Wel):mm³
Y-axis:
2.156E5
Z-axis:
78520
Plastic section modulus (Wpl):mm³
Y-axis:
2.454E5
Z-axis:
1.197E5
Radius of gyration (i):mm
Y-axis:
59
Z-axis:
35
Plastic shear area (Av):mm²
Y-axis:
3360
Z-axis:
1307

Weight per meter:
33.7kg/m
Area (A):
4300mm²
Surface area per meter:
0.805m²/m
Torsion constant (It):
2.015E5mm⁴
Warping constant (Iw):
2.247E10mm⁶

Profile overview for HEB 140

The HEB 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 140 mm and a flange width (b) of 140 mm, supported by a 7 mm thick web and 12 mm thick flanges. With a cross-sectional area of 4300 mm² and a linear mass of 33.7 kg/m, the HEB 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 15090000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 245400 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 5496000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the HEB 140 provides a y-axis shear area (at strong bending axis) of 3360 mm² for web shear verification and a torsion constant of 201500 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 22470000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.