UB 152x89x16

Production class: hot rolled (EN 10365)

Section geometry

UB shape
Height (h):
152.4mm
Width (b):
88.7mm
Web thickness (tw):
4.5mm
Flange thickness (tf):
7.7mm
Radius (r):
8mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
8.365E6
Z-axis:
8.976E5
Elastic section modulus (Wel):mm³
Y-axis:
1.097E5
Z-axis:
20240
Plastic section modulus (Wpl):mm³
Y-axis:
1.236E5
Z-axis:
31200
Radius of gyration (i):mm
Y-axis:
64
Z-axis:
20
Plastic shear area (Av):mm²
Y-axis:
1366
Z-axis:
829.2

Weight per meter:
16kg/m
Area (A):
2030mm²
Surface area per meter:
0.637m²/m
Torsion constant (It):
36190mm⁴
Warping constant (Iw):
4.687E9mm⁶

Profile overview for UB 152x89x16

The UB 152x89x16 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 152.4 mm and a flange width (b) of 88.7 mm, supported by a 4.5 mm thick web and 7.7 mm thick flanges. With a cross-sectional area of 2030 mm² and a linear mass of 16 kg/m, the UB 152x89x16 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 8365000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 123600 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 897600 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the UB 152x89x16 provides a y-axis shear area (at strong bending axis) of 1365.98 mm² for web shear verification and a torsion constant of 36190 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 4687000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.