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UB 914x305x345

Production class: hot rolled (EN 10365)

Section geometry

UB shape
Height (h):
943mm
Width (b):
308mm
Web thickness (tw):
22.1mm
Flange thickness (tf):
39.9mm
Radius (r):
20mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
6.262E9
Z-axis:
1.951E8
Elastic section modulus (Wel):mm³
Y-axis:
1.328E7
Z-axis:
1.267E6
Plastic section modulus (Wpl):mm³
Y-axis:
1.536E7
Z-axis:
2.003E6
Radius of gyration (i):mm
Y-axis:
377
Z-axis:
66
Plastic shear area (Av):mm²
Y-axis:
24580
Z-axis:
21890
Weight per meter:
345kg/m
Area (A):
43970mm²
Surface area per meter:
3.039m²/m
Torsion constant (It):
1.656E7mm⁴
Warping constant (Iw):
3.961E13mm⁶

Profile overview for UB 914x305x345

The UB 914x305x345 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 943 mm and a flange width (b) of 308 mm, supported by a 22.1 mm thick web and 39.9 mm thick flanges. With a cross-sectional area of 43970 mm² and a linear mass of 345 kg/m, the UB 914x305x345 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 6261900000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 15360000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 195100000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the UB 914x305x345 provides a y-axis shear area (at strong bending axis) of 24578.4 mm² for web shear verification and a torsion constant of 16560000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 39610000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.