CHS 1067/16

Production class: cold formed (EN 10219-2)

Section geometry

CHS shape
Diameter (D):
1067mm
Wall thickness (t):
16mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
7.296E9
Z-axis:
7.296E9
Elastic section modulus (Wel):mm³
Y-axis:
1.368E7
Z-axis:
1.368E7
Plastic section modulus (Wpl):mm³
Y-axis:
1.767E7
Z-axis:
1.767E7
Radius of gyration (i):mm
Y-axis:
371.6
Z-axis:
371.6
Plastic shear area (Av):mm²
Y-axis:
33632
Z-axis:
33632

Weight per meter:
414.7kg/m
Area (A):
52830mm²
Surface area per meter:
3.352m²/m
Torsion constant (It):
1.459E10mm⁴

Profile overview for CHS 1067/16

The CHS 1067/16 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 1067 mm and a uniform wall thickness of 16 mm. With a cross-sectional area of 52829.02206 mm² and a linear mass of 414.7078232 kg/m, the CHS 1067/16 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 7296064354 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 17674981.33 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 7296064354 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the CHS 1067/16 provides a y-axis shear area (at strong bending axis) of 33632 mm² for web shear verification and a torsion constant of 14592128707 mm⁴ for calculating rotational twist under eccentric loading.