CHS 813/10

Production class: cold formed (EN 10219-2)

Section geometry

CHS shape
Diameter (D):
813mm
Wall thickness (t):
10mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
2.034E9
Z-axis:
2.034E9
Elastic section modulus (Wel):mm³
Y-axis:
5.003E6
Z-axis:
5.003E6
Plastic section modulus (Wpl):mm³
Y-axis:
6.448E6
Z-axis:
6.448E6
Radius of gyration (i):mm
Y-axis:
283.9
Z-axis:
283.9
Plastic shear area (Av):mm²
Y-axis:
16060
Z-axis:
16060

Weight per meter:
198kg/m
Area (A):
25230mm²
Surface area per meter:
2.554m²/m
Torsion constant (It):
4.067E9mm⁴

Profile overview for CHS 813/10

The CHS 813/10 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 813 mm and a uniform wall thickness of 10 mm. With a cross-sectional area of 25226.98901 mm² and a linear mass of 198.0318637 kg/m, the CHS 813/10 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 2033639032 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 6448423.333 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 2033639032 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the CHS 813/10 provides a y-axis shear area (at strong bending axis) of 16060 mm² for web shear verification and a torsion constant of 4067278064 mm⁴ for calculating rotational twist under eccentric loading.