W 360x250x101

Production class: hot rolled (ASTM A 6/A 6M)

Section geometry

Height (h):

357mm

Width (b):

255mm

Web thickness (t_w):

10.5mm

Flange thickness (t_f):

18.3mm

Radius (r):

15mm

Section properties

Moment of inertia (I):mm⁴

Y-axis:

3.014E8

Z-axis:

5.061E7

Elastic section modulus (W_el):mm³

Y-axis:

1.688E6

Z-axis:

3.970E5

Plastic section modulus (W_pl):mm³

Y-axis:

1.880E6

Z-axis:

6.054E5

Radius of gyration (i):mm

Y-axis:

152

Z-axis:

Plastic shear area (A_v):mm²

Y-axis:

9333

Z-axis:

4298

Weight per meter:

101kg/m

Area (A):

12900mm²

Surface area per meter:

1.687m²/m

Torsion constant (I_t):

1.253E6mm⁴

Warping constant (I_w):

1.450E12mm⁶

Profile overview for W 360x250x101

The W 360x250x101 is a structural steel cross-section utilized in commercial construction, industrial framing, and mechanical engineering. Manufactured as a hot rolled section, it complies with ASTM A 6/A 6M 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 open profile features a total depth (h) of 357 mm and a flange width (b) of 255 mm, supported by a 10.5 mm thick web and 18.3 mm thick flanges. With a cross-sectional area of 12900 mm² and a linear mass of 101 kg/m, the W 360x250x101 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 (I_y) of 301400000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 1880000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (I_z) provides 50610000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the W 360x250x101 provides a y-axis shear area (at strong bending axis) of 9333 mm² for web shear verification and a torsion constant of 1253000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 1450000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.