CHS 457/6

Production class: cold formed (EN 10219-2)

Section geometry

CHS shape
Diameter (D):
457mm
Wall thickness (t):
6mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
2.162E8
Z-axis:
2.162E8
Elastic section modulus (Wel):mm³
Y-axis:
9.461E5
Z-axis:
9.461E5
Plastic section modulus (Wpl):mm³
Y-axis:
1.220E6
Z-axis:
1.220E6
Radius of gyration (i):mm
Y-axis:
159.5
Z-axis:
159.5
Plastic shear area (Av):mm²
Y-axis:
5412
Z-axis:
5412

Weight per meter:
66.73kg/m
Area (A):
8501mm²
Surface area per meter:
1.436m²/m
Torsion constant (It):
4.324E8mm⁴

Profile overview for CHS 457/6

The CHS 457/6 is a structural steel cross-section utilized in commercial construction, industrial framing, and mechanical engineering. Manufactured as a cold formed section, it complies with EN 10219-2 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 circular hollow section features a nominal outer diameter of 457 mm and a uniform wall thickness of 6 mm. With a cross-sectional area of 8501.149721 mm² and a linear mass of 66.73402531 kg/m, the CHS 457/6 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 216181049.5 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 1220478 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 216181049.5 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the CHS 457/6 provides a y-axis shear area (at strong bending axis) of 5412 mm² for web shear verification and a torsion constant of 432362098.9 mm⁴ for calculating rotational twist under eccentric loading.