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UB 610x229x113

Production class: hot rolled (EN 10365)

Section geometry

UB shape
Height (h):
607.6mm
Width (b):
228.2mm
Web thickness (tw):
11.1mm
Flange thickness (tf):
17.3mm
Radius (r):
20mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
8.893E8
Z-axis:
3.436E7
Elastic section modulus (Wel):mm³
Y-axis:
2.927E6
Z-axis:
3.012E5
Plastic section modulus (Wpl):mm³
Y-axis:
3.338E6
Z-axis:
4.715E5
Radius of gyration (i):mm
Y-axis:
246
Z-axis:
48
Plastic shear area (Av):mm²
Y-axis:
7896
Z-axis:
7587
Weight per meter:
113kg/m
Area (A):
14390mm²
Surface area per meter:
2.071m²/m
Torsion constant (It):
1.230E6mm⁴
Warping constant (Iw):
2.984E12mm⁶

Profile overview for UB 610x229x113

The UB 610x229x113 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 607.6 mm and a flange width (b) of 228.2 mm, supported by a 11.1 mm thick web and 17.3 mm thick flanges. With a cross-sectional area of 14390 mm² and a linear mass of 113 kg/m, the UB 610x229x113 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 889300000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 3338000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 34360000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the UB 610x229x113 provides a y-axis shear area (at strong bending axis) of 7895.72 mm² for web shear verification and a torsion constant of 1230000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 2984000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.