UC 254x254x73

Production class: hot rolled (EN 10365)

Section geometry

UC shape
Height (h):
254.1mm
Width (b):
254.6mm
Web thickness (tw):
8.6mm
Flange thickness (tf):
14.2mm
Radius (r):
13mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
1.141E8
Z-axis:
3.907E7
Elastic section modulus (Wel):mm³
Y-axis:
8.984E5
Z-axis:
3.069E5
Plastic section modulus (Wpl):mm³
Y-axis:
9.927E5
Z-axis:
4.654E5
Radius of gyration (i):mm
Y-axis:
110
Z-axis:
64
Plastic shear area (Av):mm²
Y-axis:
7231
Z-axis:
2577

Weight per meter:
73.1kg/m
Area (A):
9310mm²
Surface area per meter:
1.487m²/m
Torsion constant (It):
5.786E5mm⁴
Warping constant (Iw):
5.619E11mm⁶

Profile overview for UC 254x254x73

The UC 254x254x73 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 254.1 mm and a flange width (b) of 254.6 mm, supported by a 8.6 mm thick web and 14.2 mm thick flanges. With a cross-sectional area of 9310 mm² and a linear mass of 73.1 kg/m, the UC 254x254x73 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 114100000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 992700 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 39070000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the UC 254x254x73 provides a y-axis shear area (at strong bending axis) of 7230.64 mm² for web shear verification and a torsion constant of 578600 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 561900000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.