UB 356x171x67

Production class: hot rolled (EN 10365)

Section geometry

Height (h):

363.4mm

Width (b):

173.2mm

Web thickness (t_w):

9.1mm

Flange thickness (t_f):

15.7mm

Radius (r):

10mm

Section properties

Moment of inertia (I):mm⁴

Y-axis:

1.945E8

Z-axis:

1.362E7

Elastic section modulus (W_el):mm³

Y-axis:

1.070E6

Z-axis:

1.572E5

Plastic section modulus (W_pl):mm³

Y-axis:

1.210E6

Z-axis:

2.429E5

Radius of gyration (i):mm

Y-axis:

150

Z-axis:

Plastic shear area (A_v):mm²

Y-axis:

5438

Z-axis:

3563

Weight per meter:

67.1kg/m

Area (A):

8550mm²

Surface area per meter:

1.384m²/m

Torsion constant (I_t):

5.553E5mm⁴

Warping constant (I_w):

4.109E11mm⁶

Profile overview for UB 356x171x67

The UB 356x171x67 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 363.4 mm and a flange width (b) of 173.2 mm, supported by a 9.1 mm thick web and 15.7 mm thick flanges. With a cross-sectional area of 8550 mm² and a linear mass of 67.1 kg/m, the UB 356x171x67 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 (I_y) of 194500000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 1210000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (I_z) provides 13620000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the UB 356x171x67 provides a y-axis shear area (at strong bending axis) of 5438.48 mm² for web shear verification and a torsion constant of 555300 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 410900000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.