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UC 152x152x37

Production class: hot rolled (EN 10365)

Section geometry

UC shape
Height (h):
161.8mm
Width (b):
154.4mm
Web thickness (tw):
8mm
Flange thickness (tf):
11.5mm
Radius (r):
8mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
2.212E7
Z-axis:
7.062E6
Elastic section modulus (Wel):mm³
Y-axis:
2.735E5
Z-axis:
91480
Plastic section modulus (Wpl):mm³
Y-axis:
3.091E5
Z-axis:
1.396E5
Radius of gyration (i):mm
Y-axis:
68
Z-axis:
38
Plastic shear area (Av):mm²
Y-axis:
3551
Z-axis:
1441
Weight per meter:
37kg/m
Area (A):
4710mm²
Surface area per meter:
0.911m²/m
Torsion constant (It):
1.930E5mm⁴
Warping constant (Iw):
3.984E10mm⁶

Profile overview for UC 152x152x37

The UC 152x152x37 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 161.8 mm and a flange width (b) of 154.4 mm, supported by a 8 mm thick web and 11.5 mm thick flanges. With a cross-sectional area of 4710 mm² and a linear mass of 37 kg/m, the UC 152x152x37 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 22120000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 309100 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 7062000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the UC 152x152x37 provides a y-axis shear area (at strong bending axis) of 3551.2 mm² for web shear verification and a torsion constant of 193000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 39840000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.