UPE 200

Production class: hot rolled (EN 10365)

Section geometry

UPE shape
Height (h):
200mm
Width (b):
80mm
Web thickness (tw):
6mm
Flange thickness (tf):
11mm
Radius (r):
13mm
Distance edge to centroid (ys):
25.6mm
Distance shear center to centroid (ym):
54.1mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
1.910E7
Z-axis:
1.870E6
Elastic section modulus (Wel):mm³
Y-axis:
1.910E5
Z-axis:
34500
Plastic section modulus (Wpl):mm³
Y-axis:
2.200E5
Z-axis:
62200
Radius of gyration (i):mm
Y-axis:
81.1
Z-axis:
25.4
Plastic shear area (Av):mm²
Y-axis:
1760
Z-axis:
1350

Weight per meter:
22.8kg/m
Area (A):
2900mm²
Surface area per meter:
0.697m²/m
Torsion constant (It):
88900mm⁴
Warping constant (Iw):
1.100E10mm⁶

Profile overview for UPE 200

The UPE 200 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 200 mm and a flange width (b) of 80 mm, supported by a 6 mm thick web and 11 mm thick flanges. With a cross-sectional area of 2900 mm² and a linear mass of 22.8 kg/m, the UPE 200 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 19100000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 220000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 1870000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the UPE 200 provides a y-axis shear area (at strong bending axis) of 1760 mm² for web shear verification and a torsion constant of 88900 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 11000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.