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UC 356x406x216

Production class: hot rolled (EN 10365)

Section geometry

UC shape
Height (h):
375mm
Width (b):
394mm
Web thickness (tw):
17.3mm
Flange thickness (tf):
27.7mm
Radius (r):
20mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
7.149E8
Z-axis:
2.825E8
Elastic section modulus (Wel):mm³
Y-axis:
3.813E6
Z-axis:
1.434E6
Plastic section modulus (Wpl):mm³
Y-axis:
4.285E6
Z-axis:
2.178E6
Radius of gyration (i):mm
Y-axis:
160
Z-axis:
100
Plastic shear area (Av):mm²
Y-axis:
21830
Z-axis:
7459
Weight per meter:
216kg/m
Area (A):
27550mm²
Surface area per meter:
2.257m²/m
Torsion constant (It):
6.521E6mm⁴
Warping constant (Iw):
8.514E12mm⁶

Profile overview for UC 356x406x216

The UC 356x406x216 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 375 mm and a flange width (b) of 394 mm, supported by a 17.3 mm thick web and 27.7 mm thick flanges. With a cross-sectional area of 27550 mm² and a linear mass of 216 kg/m, the UC 356x406x216 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 714900000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 4285000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 282500000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the UC 356x406x216 provides a y-axis shear area (at strong bending axis) of 21827.6 mm² for web shear verification and a torsion constant of 6521000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 8514000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.