W 360x410x1086

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

Section geometry

Height (h):

569mm

Width (b):

454mm

Web thickness (t_w):

78mm

Flange thickness (t_f):

125mm

Radius (r):

20mm

Section properties

Moment of inertia (I):mm⁴

Y-axis:

5.961E9

Z-axis:

1.963E9

Elastic section modulus (W_el):mm³

Y-axis:

2.095E7

Z-axis:

8.646E6

Plastic section modulus (W_pl):mm³

Y-axis:

2.723E7

Z-axis:

1.338E7

Radius of gyration (i):mm

Y-axis:

207

Z-axis:

118

Plastic shear area (A_v):mm²

Y-axis:

1.135E5

Z-axis:

39970

Weight per meter:

1086kg/m

Area (A):

1.390E5mm²

Surface area per meter:

2.764m²/m

Torsion constant (I_t):

6.122E8mm⁴

Warping constant (I_w):

9.607E13mm⁶

Profile overview for W 360x410x1086

The W 360x410x1086 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 569 mm and a flange width (b) of 454 mm, supported by a 78 mm thick web and 125 mm thick flanges. With a cross-sectional area of 139000 mm² and a linear mass of 1086 kg/m, the W 360x410x1086 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 5960700000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 27230000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (I_z) provides 1962700000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the W 360x410x1086 provides a y-axis shear area (at strong bending axis) of 113500 mm² for web shear verification and a torsion constant of 612200000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 96070000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.