UBP 305x305x126

Production class: hot rolled (EN 10365)

Section geometry

UBP shape
Height (h):
312.3mm
Width (b):
312.9mm
Web thickness (tw):
17.5mm
Flange thickness (tf):
17.6mm
Radius (r):
20mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
2.766E8
Z-axis:
9.005E7
Elastic section modulus (Wel):mm³
Y-axis:
1.771E6
Z-axis:
5.755E5
Plastic section modulus (Wpl):mm³
Y-axis:
2.004E6
Z-axis:
8.873E5
Radius of gyration (i):mm
Y-axis:
130
Z-axis:
74
Plastic shear area (Av):mm²
Y-axis:
11010
Z-axis:
6204

Weight per meter:
126kg/m
Area (A):
16060mm²
Surface area per meter:
1.807m²/m
Torsion constant (It):
1.928E6mm⁴
Warping constant (Iw):
1.951E12mm⁶

Profile overview for UBP 305x305x126

The UBP 305x305x126 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 312.3 mm and a flange width (b) of 312.9 mm, supported by a 17.5 mm thick web and 17.6 mm thick flanges. With a cross-sectional area of 16060 mm² and a linear mass of 126 kg/m, the UBP 305x305x126 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 276600000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 2004000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 90050000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the UBP 305x305x126 provides a y-axis shear area (at strong bending axis) of 11014.08 mm² for web shear verification and a torsion constant of 1928000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 1951000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.