UC 356x406x235

Production class: hot rolled (EN 10365)

Section geometry

UC shape
Height (h):
381mm
Width (b):
394.8mm
Web thickness (tw):
18.4mm
Flange thickness (tf):
30.2mm
Radius (r):
20mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
7.943E8
Z-axis:
3.099E8
Elastic section modulus (Wel):mm³
Y-axis:
4.169E6
Z-axis:
1.570E6
Plastic section modulus (Wpl):mm³
Y-axis:
4.708E6
Z-axis:
2.385E6
Radius of gyration (i):mm
Y-axis:
162
Z-axis:
101
Plastic shear area (Av):mm²
Y-axis:
23850
Z-axis:
8006

Weight per meter:
235kg/m
Area (A):
29900mm²
Surface area per meter:
2.27m²/m
Torsion constant (It):
8.338E6mm⁴
Warping constant (Iw):
9.528E12mm⁶

Profile overview for UC 356x406x235

The UC 356x406x235 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 381 mm and a flange width (b) of 394.8 mm, supported by a 18.4 mm thick web and 30.2 mm thick flanges. With a cross-sectional area of 29900 mm² and a linear mass of 235 kg/m, the UC 356x406x235 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 794300000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 4708000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 309900000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the UC 356x406x235 provides a y-axis shear area (at strong bending axis) of 23845.92 mm² for web shear verification and a torsion constant of 8338000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 9528000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.