CHS 1219/25

Production class: hot finished (EN 10210-2)

Section geometry

CHS shape
Diameter (D):
1219mm
Wall thickness (t):
25mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
1.672E10
Z-axis:
1.672E10
Elastic section modulus (Wel):mm³
Y-axis:
2.743E7
Z-axis:
2.743E7
Plastic section modulus (Wpl):mm³
Y-axis:
3.565E7
Z-axis:
3.565E7
Radius of gyration (i):mm
Y-axis:
422.2
Z-axis:
422.2
Plastic shear area (Av):mm²
Y-axis:
59700
Z-axis:
59700

Weight per meter:
736.1kg/m
Area (A):
93780mm²
Surface area per meter:
3.83m²/m
Torsion constant (It):
3.344E10mm⁴

Profile overview for CHS 1219/25

The CHS 1219/25 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 1219 mm and a uniform wall thickness of 25 mm. With a cross-sectional area of 93776.54071 mm² and a linear mass of 736.1458446 kg/m, the CHS 1219/25 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 16718727841 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 35646108.33 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 16718727841 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the CHS 1219/25 provides a y-axis shear area (at strong bending axis) of 59700 mm² for web shear verification and a torsion constant of 33437455682 mm⁴ for calculating rotational twist under eccentric loading.