UPE 270

Production class: hot rolled (EN 10365)

Section geometry

UPE shape
Height (h):
270mm
Width (b):
95mm
Web thickness (tw):
7.5mm
Flange thickness (tf):
13.5mm
Radius (r):
15mm
Distance edge to centroid (ys):
28.9mm
Distance shear center to centroid (ym):
61.4mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
5.250E7
Z-axis:
4.010E6
Elastic section modulus (Wel):mm³
Y-axis:
3.890E5
Z-axis:
60700
Plastic section modulus (Wpl):mm³
Y-axis:
4.510E5
Z-axis:
1.102E5
Radius of gyration (i):mm
Y-axis:
108
Z-axis:
29.9
Plastic shear area (Av):mm²
Y-axis:
2565
Z-axis:
2220

Weight per meter:
35.2kg/m
Area (A):
4480mm²
Surface area per meter:
0.892m²/m
Torsion constant (It):
1.990E5mm⁴
Warping constant (Iw):
4.360E10mm⁶

Profile overview for UPE 270

The UPE 270 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 270 mm and a flange width (b) of 95 mm, supported by a 7.5 mm thick web and 13.5 mm thick flanges. With a cross-sectional area of 4480 mm² and a linear mass of 35.2 kg/m, the UPE 270 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 52500000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 451000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 4010000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the UPE 270 provides a y-axis shear area (at strong bending axis) of 2565 mm² for web shear verification and a torsion constant of 199000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 43600000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.