UC 356x406x467

Production class: hot rolled (EN 10365)

Section geometry

Height (h):

436.6mm

Width (b):

412.2mm

Web thickness (t_w):

35.8mm

Flange thickness (t_f):

58mm

Radius (r):

20mm

Section properties

Moment of inertia (I):mm⁴

Y-axis:

1.833E9

Z-axis:

6.784E8

Elastic section modulus (W_el):mm³

Y-axis:

8.398E6

Z-axis:

3.291E6

Plastic section modulus (W_pl):mm³

Y-axis:

1.002E7

Z-axis:

5.037E6

Radius of gyration (i):mm

Y-axis:

175

Z-axis:

106

Plastic shear area (A_v):mm²

Y-axis:

47820

Z-axis:

16210

Weight per meter:

467kg/m

Area (A):

59490mm²

Surface area per meter:

2.416m²/m

Torsion constant (I_t):

5.904E7mm⁴

Warping constant (I_w):

2.426E13mm⁶

Profile overview for UC 356x406x467

The UC 356x406x467 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 436.6 mm and a flange width (b) of 412.2 mm, supported by a 35.8 mm thick web and 58 mm thick flanges. With a cross-sectional area of 59490 mm² and a linear mass of 467 kg/m, the UC 356x406x467 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 1833400000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 10020000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (I_z) provides 678400000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the UC 356x406x467 provides a y-axis shear area (at strong bending axis) of 47815.2 mm² for web shear verification and a torsion constant of 59040000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 24260000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.