SHS 70/3

Production class: cold formed (EN 10219-2)

Section geometry

SHS shape
Height (h):
70mm
Width (b):
70mm
Wall thickness (t):
3mm
Outer rounding (router):
6mm
Inner rounding (rinner):
3mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
5.753E5
Z-axis:
5.753E5
Elastic section modulus (Wel):mm³
Y-axis:
16440
Z-axis:
16440
Plastic section modulus (Wpl):mm³
Y-axis:
19420
Z-axis:
19420
Radius of gyration (i):mm
Y-axis:
27.14
Z-axis:
27.14
Plastic shear area (Av):mm²
Y-axis:
390.4
Z-axis:
390.4

Weight per meter:
6.129kg/m
Area (A):
780.8mm²
Surface area per meter:
0.2697m²/m
Torsion constant (It):
9.242E5mm⁴

Profile overview for SHS 70/3

The SHS 70/3 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 70 mm, and a uniform wall thickness of 3 mm. With a cross-sectional area of 780.8230016 mm² and a linear mass of 6.129460563 kg/m, the SHS 70/3 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 575300 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 19420 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 575300 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the SHS 70/3 provides a y-axis shear area (at strong bending axis) of 390.4115008 mm² for web shear verification and a torsion constant of 924200 mm⁴ for calculating rotational twist under eccentric loading.