W 360x410x1299

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

Section geometry

Height (h):

600mm

Width (b):

476mm

Web thickness (t_w):

100mm

Flange thickness (t_f):

140mm

Radius (r):

20mm

Section properties

Moment of inertia (I):mm⁴

Y-axis:

7.550E9

Z-axis:

2.544E9

Elastic section modulus (W_el):mm³

Y-axis:

2.516E7

Z-axis:

1.068E7

Plastic section modulus (W_pl):mm³

Y-axis:

3.326E7

Z-axis:

1.667E7

Radius of gyration (i):mm

Y-axis:

213

Z-axis:

123

Plastic shear area (A_v):mm²

Y-axis:

1.333E5

Z-axis:

51940

Weight per meter:

1299kg/m

Area (A):

1.650E5mm²

Surface area per meter:

2.87m²/m

Torsion constant (I_t):

9.552E8mm⁴

Warping constant (I_w):

1.331E14mm⁶

Profile overview for W 360x410x1299

The W 360x410x1299 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 600 mm and a flange width (b) of 476 mm, supported by a 100 mm thick web and 140 mm thick flanges. With a cross-sectional area of 165000 mm² and a linear mass of 1299 kg/m, the W 360x410x1299 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 7549500000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 33260000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (I_z) provides 2544100000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the W 360x410x1299 provides a y-axis shear area (at strong bending axis) of 133280 mm² for web shear verification and a torsion constant of 955200000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 133120000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.