UC 305x305x118

Production class: hot rolled (EN 10365)

Section geometry

UC shape
Height (h):
314.5mm
Width (b):
307.4mm
Web thickness (tw):
12mm
Flange thickness (tf):
18.7mm
Radius (r):
20mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
2.792E8
Z-axis:
9.061E7
Elastic section modulus (Wel):mm³
Y-axis:
1.775E6
Z-axis:
5.895E5
Plastic section modulus (Wpl):mm³
Y-axis:
1.976E6
Z-axis:
8.970E5
Radius of gyration (i):mm
Y-axis:
135
Z-axis:
77
Plastic shear area (Av):mm²
Y-axis:
11500
Z-axis:
4640

Weight per meter:
118kg/m
Area (A):
15020mm²
Surface area per meter:
1.8m²/m
Torsion constant (It):
1.706E6mm⁴
Warping constant (Iw):
1.980E12mm⁶

Profile overview for UC 305x305x118

The UC 305x305x118 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 314.5 mm and a flange width (b) of 307.4 mm, supported by a 12 mm thick web and 18.7 mm thick flanges. With a cross-sectional area of 15020 mm² and a linear mass of 118 kg/m, the UC 305x305x118 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 279200000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 1976000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 90610000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the UC 305x305x118 provides a y-axis shear area (at strong bending axis) of 11496.76 mm² for web shear verification and a torsion constant of 1706000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 1980000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.