UPE 300

Production class: hot rolled (EN 10365)

Section geometry

UPE shape
Height (h):
300mm
Width (b):
100mm
Web thickness (tw):
9.5mm
Flange thickness (tf):
15mm
Radius (r):
15mm
Distance edge to centroid (ys):
28.9mm
Distance shear center to centroid (ym):
60.3mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
7.820E7
Z-axis:
5.380E6
Elastic section modulus (Wel):mm³
Y-axis:
5.220E5
Z-axis:
75600
Plastic section modulus (Wpl):mm³
Y-axis:
6.130E5
Z-axis:
1.401E5
Radius of gyration (i):mm
Y-axis:
118
Z-axis:
30.8
Plastic shear area (Av):mm²
Y-axis:
3000
Z-axis:
3030

Weight per meter:
44.4kg/m
Area (A):
5660mm²
Surface area per meter:
0.968m²/m
Torsion constant (It):
3.150E5mm⁴
Warping constant (Iw):
7.270E10mm⁶

Profile overview for UPE 300

The UPE 300 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 300 mm and a flange width (b) of 100 mm, supported by a 9.5 mm thick web and 15 mm thick flanges. With a cross-sectional area of 5660 mm² and a linear mass of 44.4 kg/m, the UPE 300 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 78200000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 613000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 5380000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the UPE 300 provides a y-axis shear area (at strong bending axis) of 3000 mm² for web shear verification and a torsion constant of 315000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 72700000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.