RHS 70x50/5

Production class: cold formed (EN 10219-2)

Section geometry

RHS shape
Height (h):
70mm
Width (b):
50mm
Wall thickness (t):
5mm
Outer rounding (router):
10mm
Inner rounding (rinner):
5mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
6.346E5
Z-axis:
3.720E5
Elastic section modulus (Wel):mm³
Y-axis:
18130
Z-axis:
14880
Plastic section modulus (Wpl):mm³
Y-axis:
23060
Z-axis:
18200
Radius of gyration (i):mm
Y-axis:
24.75
Z-axis:
18.95
Plastic shear area (Av):mm²
Y-axis:
431.5
Z-axis:
604.1

Weight per meter:
8.13kg/m
Area (A):
1036mm²
Surface area per meter:
0.2228m²/m
Torsion constant (It):
8.077E5mm⁴

Profile overview for RHS 70x50/5

The RHS 70x50/5 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 rectangular/square hollow section is defined by a depth of 70 mm, a width of 50 mm, and a uniform wall thickness of 5 mm. With a cross-sectional area of 1035.619449 mm² and a linear mass of 8.129612675 kg/m, the RHS 70x50/5 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 634600 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 23060 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 372000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the RHS 70x50/5 provides a y-axis shear area (at strong bending axis) of 431.5081038 mm² for web shear verification and a torsion constant of 807700 mm⁴ for calculating rotational twist under eccentric loading.