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SHS 200/16

Production class: hot finished (EN 10210-2)

Section geometry

SHS shape
Height (h):
200mm
Width (b):
200mm
Wall thickness (t):
16mm
Outer rounding (router):
24mm
Inner rounding (rinner):
16mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
6.394E7
Z-axis:
6.394E7
Elastic section modulus (Wel):mm³
Y-axis:
6.394E5
Z-axis:
6.394E5
Plastic section modulus (Wpl):mm³
Y-axis:
7.855E5
Z-axis:
7.855E5
Radius of gyration (i):mm
Y-axis:
74.56
Z-axis:
74.56
Plastic shear area (Av):mm²
Y-axis:
5751
Z-axis:
5751
Weight per meter:
90.29kg/m
Area (A):
11500mm²
Surface area per meter:
0.7588m²/m
Torsion constant (It):
1.034E8mm⁴

Profile overview for SHS 200/16

The SHS 200/16 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 rectangular/square hollow section is defined by a depth of 200 mm, a width of 200 mm, and a uniform wall thickness of 16 mm. With a cross-sectional area of 11501.30965 mm² and a linear mass of 90.28528075 kg/m, the SHS 200/16 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 63940000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 785500 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 63940000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the SHS 200/16 provides a y-axis shear area (at strong bending axis) of 5750.654825 mm² for web shear verification and a torsion constant of 103400000 mm⁴ for calculating rotational twist under eccentric loading.