UPE 180

Production class: hot rolled (EN 10365)

Section geometry

UPE shape
Height (h):
180mm
Width (b):
75mm
Web thickness (tw):
5.5mm
Flange thickness (tf):
10.5mm
Radius (r):
12mm
Distance edge to centroid (ys):
24.7mm
Distance shear center to centroid (ym):
51.9mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
1.350E7
Z-axis:
1.440E6
Elastic section modulus (Wel):mm³
Y-axis:
1.500E5
Z-axis:
28600
Plastic section modulus (Wpl):mm³
Y-axis:
1.730E5
Z-axis:
51470
Radius of gyration (i):mm
Y-axis:
73.4
Z-axis:
23.9
Plastic shear area (Av):mm²
Y-axis:
1575
Z-axis:
1120

Weight per meter:
19.7kg/m
Area (A):
2510mm²
Surface area per meter:
0.639m²/m
Torsion constant (It):
69900mm⁴
Warping constant (Iw):
6.810E9mm⁶

Profile overview for UPE 180

The UPE 180 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 180 mm and a flange width (b) of 75 mm, supported by a 5.5 mm thick web and 10.5 mm thick flanges. With a cross-sectional area of 2510 mm² and a linear mass of 19.7 kg/m, the UPE 180 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 13500000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 173000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 1440000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the UPE 180 provides a y-axis shear area (at strong bending axis) of 1575 mm² for web shear verification and a torsion constant of 69900 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 6810000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.