UC 254x254x89

Production class: hot rolled (EN 10365)

Section geometry

UC shape
Height (h):
260.3mm
Width (b):
256.3mm
Web thickness (tw):
10.3mm
Flange thickness (tf):
17.3mm
Radius (r):
13mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
1.427E8
Z-axis:
4.857E7
Elastic section modulus (Wel):mm³
Y-axis:
1.096E6
Z-axis:
3.790E5
Plastic section modulus (Wpl):mm³
Y-axis:
1.224E6
Z-axis:
5.753E5
Radius of gyration (i):mm
Y-axis:
112
Z-axis:
65
Plastic shear area (Av):mm²
Y-axis:
8868
Z-axis:
3097

Weight per meter:
88.9kg/m
Area (A):
11330mm²
Surface area per meter:
1.503m²/m
Torsion constant (It):
1.026E6mm⁴
Warping constant (Iw):
7.166E11mm⁶

Profile overview for UC 254x254x89

The UC 254x254x89 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 260.3 mm and a flange width (b) of 256.3 mm, supported by a 10.3 mm thick web and 17.3 mm thick flanges. With a cross-sectional area of 11330 mm² and a linear mass of 88.9 kg/m, the UC 254x254x89 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 142700000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 1224000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 48570000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the UC 254x254x89 provides a y-axis shear area (at strong bending axis) of 8867.98 mm² for web shear verification and a torsion constant of 1026000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 716600000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.