UPE 100

Production class: hot rolled (EN 10365)

Section geometry

UPE shape
Height (h):
100mm
Width (b):
55mm
Web thickness (tw):
4.5mm
Flange thickness (tf):
7.5mm
Radius (r):
10mm
Distance edge to centroid (ys):
19.1mm
Distance shear center to centroid (ym):
39.3mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
2.070E6
Z-axis:
3.830E5
Elastic section modulus (Wel):mm³
Y-axis:
41400
Z-axis:
10600
Plastic section modulus (Wpl):mm³
Y-axis:
48000
Z-axis:
18880
Radius of gyration (i):mm
Y-axis:
40.7
Z-axis:
17.5
Plastic shear area (Av):mm²
Y-axis:
825
Z-axis:
534

Weight per meter:
9.8kg/m
Area (A):
1250mm²
Surface area per meter:
0.402m²/m
Torsion constant (It):
20100mm⁴
Warping constant (Iw):
5.300E8mm⁶

Profile overview for UPE 100

The UPE 100 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 100 mm and a flange width (b) of 55 mm, supported by a 4.5 mm thick web and 7.5 mm thick flanges. With a cross-sectional area of 1250 mm² and a linear mass of 9.8 kg/m, the UPE 100 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 2070000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 48000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 383000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the UPE 100 provides a y-axis shear area (at strong bending axis) of 825 mm² for web shear verification and a torsion constant of 20100 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 530000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.