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SHS 100/8

Production class: hot finished (EN 10210-2)

Section geometry

SHS shape
Height (h):
100mm
Width (b):
100mm
Wall thickness (t):
8mm
Outer rounding (router):
12mm
Inner rounding (rinner):
8mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
3.996E6
Z-axis:
3.996E6
Elastic section modulus (Wel):mm³
Y-axis:
79920
Z-axis:
79920
Plastic section modulus (Wpl):mm³
Y-axis:
98180
Z-axis:
98180
Radius of gyration (i):mm
Y-axis:
37.28
Z-axis:
37.28
Plastic shear area (Av):mm²
Y-axis:
1438
Z-axis:
1438
Weight per meter:
22.57kg/m
Area (A):
2875mm²
Surface area per meter:
0.3794m²/m
Torsion constant (It):
6.462E6mm⁴

Profile overview for SHS 100/8

The SHS 100/8 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 100 mm, a width of 100 mm, and a uniform wall thickness of 8 mm. With a cross-sectional area of 2875.327412 mm² and a linear mass of 22.57132019 kg/m, the SHS 100/8 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 3996000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 98180 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 3996000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the SHS 100/8 provides a y-axis shear area (at strong bending axis) of 1437.663706 mm² for web shear verification and a torsion constant of 6462000 mm⁴ for calculating rotational twist under eccentric loading.