CHS 711/8

Production class: cold formed (EN 10219-2)

Section geometry

CHS shape
Diameter (D):
711mm
Wall thickness (t):
8mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
1.092E9
Z-axis:
1.092E9
Elastic section modulus (Wel):mm³
Y-axis:
3.071E6
Z-axis:
3.071E6
Plastic section modulus (Wpl):mm³
Y-axis:
3.954E6
Z-axis:
3.954E6
Radius of gyration (i):mm
Y-axis:
248.6
Z-axis:
248.6
Plastic shear area (Av):mm²
Y-axis:
11248
Z-axis:
11248

Weight per meter:
138.7kg/m
Area (A):
17670mm²
Surface area per meter:
2.234m²/m
Torsion constant (It):
2.183E9mm⁴

Profile overview for CHS 711/8

The CHS 711/8 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 711 mm and a uniform wall thickness of 8 mm. With a cross-sectional area of 17668.31708 mm² and a linear mass of 138.6962891 kg/m, the CHS 711/8 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 1091621511 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 3953842.667 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 1091621511 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the CHS 711/8 provides a y-axis shear area (at strong bending axis) of 11248 mm² for web shear verification and a torsion constant of 2183243022 mm⁴ for calculating rotational twist under eccentric loading.