Back to All Sections

RHS 200x100/10

Production class: cold formed (EN 10219-2)

Section geometry

RHS shape
Height (h):
200mm
Width (b):
100mm
Wall thickness (t):
10mm
Outer rounding (router):
25mm
Inner rounding (rinner):
15mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
2.444E7
Z-axis:
8.177E6
Elastic section modulus (Wel):mm³
Y-axis:
2.444E5
Z-axis:
1.635E5
Plastic section modulus (Wpl):mm³
Y-axis:
3.181E5
Z-axis:
1.952E5
Radius of gyration (i):mm
Y-axis:
68.19
Z-axis:
39.44
Plastic shear area (Av):mm²
Y-axis:
1752
Z-axis:
3504
Weight per meter:
41.26kg/m
Area (A):
5257mm²
Surface area per meter:
0.5571m²/m
Torsion constant (It):
2.154E7mm⁴

Profile overview for RHS 200x100/10

The RHS 200x100/10 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 200 mm, a width of 100 mm, and a uniform wall thickness of 10 mm. With a cross-sectional area of 5256.637061 mm² and a linear mass of 41.26460093 kg/m, the RHS 200x100/10 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 24440000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 318100 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 8177000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the RHS 200x100/10 provides a y-axis shear area (at strong bending axis) of 1752.212354 mm² for web shear verification and a torsion constant of 21540000 mm⁴ for calculating rotational twist under eccentric loading.