W 360x410x314

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

Section geometry

Height (h):

399mm

Width (b):

401mm

Web thickness (t_w):

24.9mm

Flange thickness (t_f):

39.6mm

Radius (r):

20mm

Section properties

Moment of inertia (I):mm⁴

Y-axis:

1.106E9

Z-axis:

4.260E8

Elastic section modulus (W_el):mm³

Y-axis:

5.543E6

Z-axis:

2.125E6

Plastic section modulus (W_pl):mm³

Y-axis:

6.397E6

Z-axis:

3.239E6

Radius of gyration (i):mm

Y-axis:

166

Z-axis:

103

Plastic shear area (A_v):mm²

Y-axis:

31760

Z-axis:

10870

Weight per meter:

314kg/m

Area (A):

40000mm²

Surface area per meter:

2.318m²/m

Torsion constant (I_t):

1.891E7mm⁴

Warping constant (I_w):

1.374E13mm⁶

Profile overview for W 360x410x314

The W 360x410x314 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 399 mm and a flange width (b) of 401 mm, supported by a 24.9 mm thick web and 39.6 mm thick flanges. With a cross-sectional area of 40000 mm² and a linear mass of 314 kg/m, the W 360x410x314 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 1105800000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 6397000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (I_z) provides 426000000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the W 360x410x314 provides a y-axis shear area (at strong bending axis) of 31759.2 mm² for web shear verification and a torsion constant of 18910000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 13740000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.