UB 356x127x33

Production class: hot rolled (EN 10365)

Section geometry

UB shape
Height (h):
349mm
Width (b):
125.4mm
Web thickness (tw):
6mm
Flange thickness (tf):
8.5mm
Radius (r):
10mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
8.240E7
Z-axis:
2.802E6
Elastic section modulus (Wel):mm³
Y-axis:
4.722E5
Z-axis:
44690
Plastic section modulus (Wpl):mm³
Y-axis:
5.423E5
Z-axis:
70260
Radius of gyration (i):mm
Y-axis:
139
Z-axis:
25
Plastic shear area (Av):mm²
Y-axis:
2132
Z-axis:
2298

Weight per meter:
33.1kg/m
Area (A):
4210mm²
Surface area per meter:
1.17m²/m
Torsion constant (It):
87360mm⁴
Warping constant (Iw):
8.097E10mm⁶

Profile overview for UB 356x127x33

The UB 356x127x33 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 349 mm and a flange width (b) of 125.4 mm, supported by a 6 mm thick web and 8.5 mm thick flanges. With a cross-sectional area of 4210 mm² and a linear mass of 33.1 kg/m, the UB 356x127x33 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 82400000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 542300 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 2802000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the UB 356x127x33 provides a y-axis shear area (at strong bending axis) of 2131.8 mm² for web shear verification and a torsion constant of 87360 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 80970000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.