UC 254x254x132

Production class: hot rolled (EN 10365)

Section geometry

UC shape
Height (h):
276.3mm
Width (b):
261.3mm
Web thickness (tw):
15.3mm
Flange thickness (tf):
25.3mm
Radius (r):
13mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
2.253E8
Z-axis:
7.531E7
Elastic section modulus (Wel):mm³
Y-axis:
1.631E6
Z-axis:
5.764E5
Plastic section modulus (Wpl):mm³
Y-axis:
1.870E6
Z-axis:
8.784E5
Radius of gyration (i):mm
Y-axis:
115
Z-axis:
66
Plastic shear area (Av):mm²
Y-axis:
13220
Z-axis:
4643

Weight per meter:
132kg/m
Area (A):
16810mm²
Surface area per meter:
1.545m²/m
Torsion constant (It):
3.192E6mm⁴
Warping constant (Iw):
1.184E12mm⁶

Profile overview for UC 254x254x132

The UC 254x254x132 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 276.3 mm and a flange width (b) of 261.3 mm, supported by a 15.3 mm thick web and 25.3 mm thick flanges. With a cross-sectional area of 16810 mm² and a linear mass of 132 kg/m, the UC 254x254x132 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 225300000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 1870000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 75310000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the UC 254x254x132 provides a y-axis shear area (at strong bending axis) of 13221.78 mm² for web shear verification and a torsion constant of 3192000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 1184000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.