CHS 1067/30

Production class: hot finished (EN 10210-2)

Section geometry

CHS shape
Diameter (D):
1067mm
Wall thickness (t):
30mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
1.315E10
Z-axis:
1.315E10
Elastic section modulus (Wel):mm³
Y-axis:
2.465E7
Z-axis:
2.465E7
Plastic section modulus (Wpl):mm³
Y-axis:
3.227E7
Z-axis:
3.227E7
Radius of gyration (i):mm
Y-axis:
366.8
Z-axis:
366.8
Plastic shear area (Av):mm²
Y-axis:
62220
Z-axis:
62220

Weight per meter:
767.2kg/m
Area (A):
97730mm²
Surface area per meter:
3.352m²/m
Torsion constant (It):
2.630E10mm⁴

Profile overview for CHS 1067/30

The CHS 1067/30 is a structural steel cross-section utilized in commercial construction, industrial framing, and mechanical engineering. Manufactured as a hot finished section, it complies with EN 10210-2 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 30 mm. With a cross-sectional area of 97734.94745 mm² and a linear mass of 767.2193375 kg/m, the CHS 1067/30 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 13148636770 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 32270070 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 13148636770 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the CHS 1067/30 provides a y-axis shear area (at strong bending axis) of 62220 mm² for web shear verification and a torsion constant of 26297273540 mm⁴ for calculating rotational twist under eccentric loading.