UPE 120

Production class: hot rolled (EN 10365)

Section geometry

UPE shape
Height (h):
120mm
Width (b):
60mm
Web thickness (tw):
5mm
Flange thickness (tf):
8mm
Radius (r):
12mm
Distance edge to centroid (ys):
19.8mm
Distance shear center to centroid (ym):
41.2mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
3.640E6
Z-axis:
5.550E5
Elastic section modulus (Wel):mm³
Y-axis:
60600
Z-axis:
13800
Plastic section modulus (Wpl):mm³
Y-axis:
70300
Z-axis:
24800
Radius of gyration (i):mm
Y-axis:
48.6
Z-axis:
19
Plastic shear area (Av):mm²
Y-axis:
960
Z-axis:
718

Weight per meter:
12.1kg/m
Area (A):
1540mm²
Surface area per meter:
0.46m²/m
Torsion constant (It):
29000mm⁴
Warping constant (Iw):
1.120E9mm⁶

Profile overview for UPE 120

The UPE 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 120 mm and a flange width (b) of 60 mm, supported by a 5 mm thick web and 8 mm thick flanges. With a cross-sectional area of 1540 mm² and a linear mass of 12.1 kg/m, the UPE 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 3640000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 70300 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 555000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the UPE 120 provides a y-axis shear area (at strong bending axis) of 960 mm² for web shear verification and a torsion constant of 29000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 1120000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.