Back to All Sections

RHS 250x150/10

Production class: hot finished (EN 10210-2)

Section geometry

RHS shape
Height (h):
250mm
Width (b):
150mm
Wall thickness (t):
10mm
Outer rounding (router):
15mm
Inner rounding (rinner):
10mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
6.174E7
Z-axis:
2.755E7
Elastic section modulus (Wel):mm³
Y-axis:
4.939E5
Z-axis:
3.673E5
Plastic section modulus (Wpl):mm³
Y-axis:
6.107E5
Z-axis:
4.260E5
Radius of gyration (i):mm
Y-axis:
90.77
Z-axis:
60.64
Plastic shear area (Av):mm²
Y-axis:
2810
Z-axis:
4683
Weight per meter:
58.82kg/m
Area (A):
7493mm²
Surface area per meter:
0.7742m²/m
Torsion constant (It):
6.090E7mm⁴

Profile overview for RHS 250x150/10

The RHS 250x150/10 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 250 mm, a width of 150 mm, and a uniform wall thickness of 10 mm. With a cross-sectional area of 7492.699082 mm² and a linear mass of 58.81768779 kg/m, the RHS 250x150/10 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 61740000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 610700 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 27550000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the RHS 250x150/10 provides a y-axis shear area (at strong bending axis) of 2809.762156 mm² for web shear verification and a torsion constant of 60900000 mm⁴ for calculating rotational twist under eccentric loading.