UPE 140

Production class: hot rolled (EN 10365)

Section geometry

UPE shape
Height (h):
140mm
Width (b):
65mm
Web thickness (tw):
5mm
Flange thickness (tf):
9mm
Radius (r):
12mm
Distance edge to centroid (ys):
21.7mm
Distance shear center to centroid (ym):
45.4mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
6.000E6
Z-axis:
7.880E5
Elastic section modulus (Wel):mm³
Y-axis:
85600
Z-axis:
18200
Plastic section modulus (Wpl):mm³
Y-axis:
98800
Z-axis:
32580
Radius of gyration (i):mm
Y-axis:
57.1
Z-axis:
20.7
Plastic shear area (Av):mm²
Y-axis:
1170
Z-axis:
825

Weight per meter:
14.5kg/m
Area (A):
1840mm²
Surface area per meter:
0.52m²/m
Torsion constant (It):
40500mm⁴
Warping constant (Iw):
2.200E9mm⁶

Profile overview for UPE 140

The UPE 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 65 mm, supported by a 5 mm thick web and 9 mm thick flanges. With a cross-sectional area of 1840 mm² and a linear mass of 14.5 kg/m, the UPE 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 6000000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 98800 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 788000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the UPE 140 provides a y-axis shear area (at strong bending axis) of 1170 mm² for web shear verification and a torsion constant of 40500 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 2200000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.