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UB 762x267x147

Production class: hot rolled (EN 10365)

Section geometry

UB shape
Height (h):
754mm
Width (b):
265.2mm
Web thickness (tw):
12.8mm
Flange thickness (tf):
17.5mm
Radius (r):
20mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
1.699E9
Z-axis:
5.457E7
Elastic section modulus (Wel):mm³
Y-axis:
4.505E6
Z-axis:
4.115E5
Plastic section modulus (Wpl):mm³
Y-axis:
5.194E6
Z-axis:
6.485E5
Radius of gyration (i):mm
Y-axis:
300
Z-axis:
53
Plastic shear area (Av):mm²
Y-axis:
9282
Z-axis:
10470
Weight per meter:
147kg/m
Area (A):
18720mm²
Surface area per meter:
2.509m²/m
Torsion constant (It):
1.661E6mm⁴
Warping constant (Iw):
7.377E12mm⁶

Profile overview for UB 762x267x147

The UB 762x267x147 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 754 mm and a flange width (b) of 265.2 mm, supported by a 12.8 mm thick web and 17.5 mm thick flanges. With a cross-sectional area of 18720 mm² and a linear mass of 147 kg/m, the UB 762x267x147 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 1698700000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 5194000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 54570000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the UB 762x267x147 provides a y-axis shear area (at strong bending axis) of 9282 mm² for web shear verification and a torsion constant of 1661000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 7377000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.