CHS 1219/10

Production class: cold formed (EN 10219-2)

Section geometry

CHS shape
Diameter (D):
1219mm
Wall thickness (t):
10mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
6.940E9
Z-axis:
6.940E9
Elastic section modulus (Wel):mm³
Y-axis:
1.139E7
Z-axis:
1.139E7
Plastic section modulus (Wpl):mm³
Y-axis:
1.462E7
Z-axis:
1.462E7
Radius of gyration (i):mm
Y-axis:
427.5
Z-axis:
427.5
Plastic shear area (Av):mm²
Y-axis:
24180
Z-axis:
24180

Weight per meter:
298.2kg/m
Area (A):
37980mm²
Surface area per meter:
3.83m²/m
Torsion constant (It):
1.388E10mm⁴

Profile overview for CHS 1219/10

The CHS 1219/10 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 1219 mm and a uniform wall thickness of 10 mm. With a cross-sectional area of 37981.85518 mm² and a linear mass of 298.1575632 kg/m, the CHS 1219/10 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 6940144281 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 14617143.33 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 6940144281 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the CHS 1219/10 provides a y-axis shear area (at strong bending axis) of 24180 mm² for web shear verification and a torsion constant of 13880288562 mm⁴ for calculating rotational twist under eccentric loading.