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W 360x410x463

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

Section geometry

W shape
Height (h):
435mm
Width (b):
412mm
Web thickness (tw):
35.8mm
Flange thickness (tf):
57.4mm
Radius (r):
20mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
1.805E9
Z-axis:
6.704E8
Elastic section modulus (Wel):mm³
Y-axis:
8.299E6
Z-axis:
3.254E6
Plastic section modulus (Wpl):mm³
Y-axis:
9.900E6
Z-axis:
4.981E6
Radius of gyration (i):mm
Y-axis:
174
Z-axis:
106
Plastic shear area (Av):mm²
Y-axis:
47300
Z-axis:
16150
Weight per meter:
463kg/m
Area (A):
59000mm²
Surface area per meter:
2.412m²/m
Torsion constant (It):
5.746E7mm⁴
Warping constant (Iw):
2.384E13mm⁶

Profile overview for W 360x410x463

The W 360x410x463 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 435 mm and a flange width (b) of 412 mm, supported by a 35.8 mm thick web and 57.4 mm thick flanges. With a cross-sectional area of 59000 mm² and a linear mass of 463 kg/m, the W 360x410x463 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 (Iy) of 1805100000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 9900000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 670400000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the W 360x410x463 provides a y-axis shear area (at strong bending axis) of 47297.6 mm² for web shear verification and a torsion constant of 57460000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 23840000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.