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UB 762x267x134

Production class: hot rolled (EN 10365)

Section geometry

UB shape
Height (h):
750mm
Width (b):
264.4mm
Web thickness (tw):
12mm
Flange thickness (tf):
15.5mm
Radius (r):
20mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
1.521E9
Z-axis:
4.789E7
Elastic section modulus (Wel):mm³
Y-axis:
4.054E6
Z-axis:
3.622E5
Plastic section modulus (Wpl):mm³
Y-axis:
4.682E6
Z-axis:
5.712E5
Radius of gyration (i):mm
Y-axis:
297
Z-axis:
52
Plastic shear area (Av):mm²
Y-axis:
8196
Z-axis:
9777
Weight per meter:
134kg/m
Area (A):
17060mm²
Surface area per meter:
2.499m²/m
Torsion constant (It):
1.250E6mm⁴
Warping constant (Iw):
6.440E12mm⁶

Profile overview for UB 762x267x134

The UB 762x267x134 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 750 mm and a flange width (b) of 264.4 mm, supported by a 12 mm thick web and 15.5 mm thick flanges. With a cross-sectional area of 17060 mm² and a linear mass of 134 kg/m, the UB 762x267x134 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 1520600000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 4682000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 47890000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the UB 762x267x134 provides a y-axis shear area (at strong bending axis) of 8196.4 mm² for web shear verification and a torsion constant of 1250000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 6440000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.