UPE 80

Production class: hot rolled (EN 10365)

Section geometry

UPE shape
Height (h):
80mm
Width (b):
50mm
Web thickness (tw):
4mm
Flange thickness (tf):
7mm
Radius (r):
10mm
Distance edge to centroid (ys):
18.2mm
Distance shear center to centroid (ym):
37.1mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
1.070E6
Z-axis:
2.550E5
Elastic section modulus (Wel):mm³
Y-axis:
26800
Z-axis:
8000
Plastic section modulus (Wpl):mm³
Y-axis:
31200
Z-axis:
13940
Radius of gyration (i):mm
Y-axis:
32.6
Z-axis:
15.9
Plastic shear area (Av):mm²
Y-axis:
700
Z-axis:
405

Weight per meter:
7.9kg/m
Area (A):
1010mm²
Surface area per meter:
0.343m²/m
Torsion constant (It):
14700mm⁴
Warping constant (Iw):
2.200E8mm⁶

Profile overview for UPE 80

The UPE 80 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 80 mm and a flange width (b) of 50 mm, supported by a 4 mm thick web and 7 mm thick flanges. With a cross-sectional area of 1010 mm² and a linear mass of 7.9 kg/m, the UPE 80 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 1070000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 31200 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 255000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the UPE 80 provides a y-axis shear area (at strong bending axis) of 700 mm² for web shear verification and a torsion constant of 14700 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 220000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.