CHS 273/8

Production class: hot finished (EN 10210-2)

Section geometry

CHS shape
Diameter (D):
273mm
Wall thickness (t):
8mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
5.852E7
Z-axis:
5.852E7
Elastic section modulus (Wel):mm³
Y-axis:
4.287E5
Z-axis:
4.287E5
Plastic section modulus (Wpl):mm³
Y-axis:
5.620E5
Z-axis:
5.620E5
Radius of gyration (i):mm
Y-axis:
93.73
Z-axis:
93.73
Plastic shear area (Av):mm²
Y-axis:
4240
Z-axis:
4240

Weight per meter:
52.28kg/m
Area (A):
6660mm²
Surface area per meter:
0.8577m²/m
Torsion constant (It):
1.170E8mm⁴

Profile overview for CHS 273/8

The CHS 273/8 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 273 mm and a uniform wall thickness of 8 mm. With a cross-sectional area of 6660.176426 mm² and a linear mass of 52.28238494 kg/m, the CHS 273/8 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 58517142.6 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 561970.6667 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 58517142.6 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the CHS 273/8 provides a y-axis shear area (at strong bending axis) of 4240 mm² for web shear verification and a torsion constant of 117034285.2 mm⁴ for calculating rotational twist under eccentric loading.