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SHS 350/16

Production class: cold formed (EN 10219-2)

Section geometry

SHS shape
Height (h):
350mm
Width (b):
350mm
Wall thickness (t):
16mm
Outer rounding (router):
48mm
Inner rounding (rinner):
32mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
3.651E8
Z-axis:
3.651E8
Elastic section modulus (Wel):mm³
Y-axis:
2.086E6
Z-axis:
2.086E6
Plastic section modulus (Wpl):mm³
Y-axis:
2.488E6
Z-axis:
2.488E6
Radius of gyration (i):mm
Y-axis:
134.2
Z-axis:
134.2
Plastic shear area (Av):mm²
Y-axis:
10140
Z-axis:
10140
Weight per meter:
159.2kg/m
Area (A):
20280mm²
Surface area per meter:
1.318m²/m
Torsion constant (It):
6.148E8mm⁴

Profile overview for SHS 350/16

The SHS 350/16 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 350 mm, a width of 350 mm, and a uniform wall thickness of 16 mm. With a cross-sectional area of 20277.2386 mm² and a linear mass of 159.176323 kg/m, the SHS 350/16 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 365100000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 2488000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 365100000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the SHS 350/16 provides a y-axis shear area (at strong bending axis) of 10138.6193 mm² for web shear verification and a torsion constant of 614800000 mm⁴ for calculating rotational twist under eccentric loading.