Back to All Sections

SHS 300/10

Production class: hot finished (EN 10210-2)

Section geometry

SHS shape
Height (h):
300mm
Width (b):
300mm
Wall thickness (t):
10mm
Outer rounding (router):
15mm
Inner rounding (rinner):
10mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
1.603E8
Z-axis:
1.603E8
Elastic section modulus (Wel):mm³
Y-axis:
1.068E6
Z-axis:
1.068E6
Plastic section modulus (Wpl):mm³
Y-axis:
1.246E6
Z-axis:
1.246E6
Radius of gyration (i):mm
Y-axis:
118.1
Z-axis:
118.1
Plastic shear area (Av):mm²
Y-axis:
5746
Z-axis:
5746
Weight per meter:
90.22kg/m
Area (A):
11490mm²
Surface area per meter:
1.174m²/m
Torsion constant (It):
2.481E8mm⁴

Profile overview for SHS 300/10

The SHS 300/10 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 300 mm, a width of 300 mm, and a uniform wall thickness of 10 mm. With a cross-sectional area of 11492.69908 mm² and a linear mass of 90.21768779 kg/m, the SHS 300/10 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 160300000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 1246000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 160300000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the SHS 300/10 provides a y-axis shear area (at strong bending axis) of 5746.349541 mm² for web shear verification and a torsion constant of 248100000 mm⁴ for calculating rotational twist under eccentric loading.