SHS 50/5

Production class: cold formed (EN 10219-2)

Section geometry

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

Section properties

Moment of inertia (I):mm⁴
Y-axis:
2.704E5
Z-axis:
2.704E5
Elastic section modulus (Wel):mm³
Y-axis:
10820
Z-axis:
10820
Plastic section modulus (Wpl):mm³
Y-axis:
13700
Z-axis:
13700
Radius of gyration (i):mm
Y-axis:
17.99
Z-axis:
17.99
Plastic shear area (Av):mm²
Y-axis:
417.8
Z-axis:
417.8

Weight per meter:
6.56kg/m
Area (A):
835.6mm²
Surface area per meter:
0.1828m²/m
Torsion constant (It):
4.746E5mm⁴

Profile overview for SHS 50/5

The SHS 50/5 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 50 mm, a width of 50 mm, and a uniform wall thickness of 5 mm. With a cross-sectional area of 835.619449 mm² and a linear mass of 6.559612675 kg/m, the SHS 50/5 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 270400 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 13700 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 270400 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the SHS 50/5 provides a y-axis shear area (at strong bending axis) of 417.8097245 mm² for web shear verification and a torsion constant of 474600 mm⁴ for calculating rotational twist under eccentric loading.