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SHS 150/8

Production class: cold formed (EN 10219-2)

Section geometry

SHS shape
Height (h):
150mm
Width (b):
150mm
Wall thickness (t):
8mm
Outer rounding (router):
20mm
Inner rounding (rinner):
12mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
1.412E7
Z-axis:
1.412E7
Elastic section modulus (Wel):mm³
Y-axis:
1.882E5
Z-axis:
1.882E5
Plastic section modulus (Wpl):mm³
Y-axis:
2.260E5
Z-axis:
2.260E5
Radius of gyration (i):mm
Y-axis:
57.14
Z-axis:
57.14
Plastic shear area (Av):mm²
Y-axis:
2162
Z-axis:
2162
Weight per meter:
33.95kg/m
Area (A):
4324mm²
Surface area per meter:
0.5657m²/m
Torsion constant (It):
2.364E7mm⁴

Profile overview for SHS 150/8

The SHS 150/8 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 150 mm, a width of 150 mm, and a uniform wall thickness of 8 mm. With a cross-sectional area of 4324.247719 mm² and a linear mass of 33.9453446 kg/m, the SHS 150/8 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 14120000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 226000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 14120000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the SHS 150/8 provides a y-axis shear area (at strong bending axis) of 2162.12386 mm² for web shear verification and a torsion constant of 23640000 mm⁴ for calculating rotational twist under eccentric loading.