W 360x410x592

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

Section geometry

Height (h):

465mm

Width (b):

421mm

Web thickness (t_w):

45mm

Flange thickness (t_f):

72.3mm

Radius (r):

20mm

Section properties

Moment of inertia (I):mm⁴

Y-axis:

2.505E9

Z-axis:

9.018E8

Elastic section modulus (W_el):mm³

Y-axis:

1.077E7

Z-axis:

4.284E6

Plastic section modulus (W_pl):mm³

Y-axis:

1.316E7

Z-axis:

6.578E6

Radius of gyration (i):mm

Y-axis:

181

Z-axis:

109

Plastic shear area (A_v):mm²

Y-axis:

60880

Z-axis:

20900

Weight per meter:

592kg/m

Area (A):

75500mm²

Surface area per meter:

2.49m²/m

Torsion constant (I_t):

1.152E8mm⁴

Warping constant (I_w):

3.466E13mm⁶

Profile overview for W 360x410x592

The W 360x410x592 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 465 mm and a flange width (b) of 421 mm, supported by a 45 mm thick web and 72.3 mm thick flanges. With a cross-sectional area of 75500 mm² and a linear mass of 592 kg/m, the W 360x410x592 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 2505100000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 13160000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (I_z) provides 901800000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the W 360x410x592 provides a y-axis shear area (at strong bending axis) of 60876.6 mm² for web shear verification and a torsion constant of 115200000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 34660000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.