UB 356x171x45

Production class: hot rolled (EN 10365)

Section geometry

UB shape
Height (h):
351.4mm
Width (b):
171.1mm
Web thickness (tw):
7mm
Flange thickness (tf):
9.7mm
Radius (r):
10mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
1.205E8
Z-axis:
8.110E6
Elastic section modulus (Wel):mm³
Y-axis:
6.862E5
Z-axis:
94800
Plastic section modulus (Wpl):mm³
Y-axis:
7.740E5
Z-axis:
1.465E5
Radius of gyration (i):mm
Y-axis:
145
Z-axis:
37
Plastic shear area (Av):mm²
Y-axis:
3319
Z-axis:
2671

Weight per meter:
45kg/m
Area (A):
5730mm²
Surface area per meter:
1.356m²/m
Torsion constant (It):
1.577E5mm⁴
Warping constant (Iw):
2.363E11mm⁶

Profile overview for UB 356x171x45

The UB 356x171x45 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 351.4 mm and a flange width (b) of 171.1 mm, supported by a 7 mm thick web and 9.7 mm thick flanges. With a cross-sectional area of 5730 mm² and a linear mass of 45 kg/m, the UB 356x171x45 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 120500000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 774000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 8110000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the UB 356x171x45 provides a y-axis shear area (at strong bending axis) of 3319.34 mm² for web shear verification and a torsion constant of 157700 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 236300000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.