UPE 360

Production class: hot rolled (EN 10365)

Section geometry

UPE shape
Height (h):
360mm
Width (b):
110mm
Web thickness (tw):
12mm
Flange thickness (tf):
17mm
Radius (r):
18mm
Distance edge to centroid (ys):
29.7mm
Distance shear center to centroid (ym):
61.2mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
1.483E8
Z-axis:
8.440E6
Elastic section modulus (Wel):mm³
Y-axis:
8.240E5
Z-axis:
1.050E5
Plastic section modulus (Wpl):mm³
Y-axis:
9.820E5
Z-axis:
1.892E5
Radius of gyration (i):mm
Y-axis:
138
Z-axis:
32.9
Plastic shear area (Av):mm²
Y-axis:
3740
Z-axis:
4560

Weight per meter:
61.2kg/m
Area (A):
7790mm²
Surface area per meter:
1.121m²/m
Torsion constant (It):
5.850E5mm⁴
Warping constant (Iw):
1.660E11mm⁶

Profile overview for UPE 360

The UPE 360 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 360 mm and a flange width (b) of 110 mm, supported by a 12 mm thick web and 17 mm thick flanges. With a cross-sectional area of 7790 mm² and a linear mass of 61.2 kg/m, the UPE 360 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 148300000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 982000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 8440000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the UPE 360 provides a y-axis shear area (at strong bending axis) of 3740 mm² for web shear verification and a torsion constant of 585000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 166000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.