CHS 711/30

Production class: hot finished (EN 10210-2)

Section geometry

CHS shape
Diameter (D):
711mm
Wall thickness (t):
30mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
3.728E9
Z-axis:
3.728E9
Elastic section modulus (Wel):mm³
Y-axis:
1.049E7
Z-axis:
1.049E7
Plastic section modulus (Wpl):mm³
Y-axis:
1.392E7
Z-axis:
1.392E7
Radius of gyration (i):mm
Y-axis:
241
Z-axis:
241
Plastic shear area (Av):mm²
Y-axis:
40860
Z-axis:
40860

Weight per meter:
503.8kg/m
Area (A):
64180mm²
Surface area per meter:
2.234m²/m
Torsion constant (It):
7.456E9mm⁴

Profile overview for CHS 711/30

The CHS 711/30 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 711 mm and a uniform wall thickness of 30 mm. With a cross-sectional area of 64182.73791 mm² and a linear mass of 503.8344926 kg/m, the CHS 711/30 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 3727901898 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 13921830 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 3727901898 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the CHS 711/30 provides a y-axis shear area (at strong bending axis) of 40860 mm² for web shear verification and a torsion constant of 7455803795 mm⁴ for calculating rotational twist under eccentric loading.