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W 360x410x634

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

Section geometry

W shape
Height (h):
474mm
Width (b):
424mm
Web thickness (tw):
47.6mm
Flange thickness (tf):
77.1mm
Radius (r):
20mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
2.745E9
Z-axis:
9.826E8
Elastic section modulus (Wel):mm³
Y-axis:
1.158E7
Z-axis:
4.635E6
Plastic section modulus (Wpl):mm³
Y-axis:
1.424E7
Z-axis:
7.121E6
Radius of gyration (i):mm
Y-axis:
184
Z-axis:
110
Plastic shear area (Av):mm²
Y-axis:
65380
Z-axis:
22310
Weight per meter:
634kg/m
Area (A):
80600mm²
Surface area per meter:
2.514m²/m
Torsion constant (It):
1.396E8mm⁴
Warping constant (Iw):
3.857E13mm⁶

Profile overview for W 360x410x634

The W 360x410x634 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 474 mm and a flange width (b) of 424 mm, supported by a 47.6 mm thick web and 77.1 mm thick flanges. With a cross-sectional area of 80600 mm² and a linear mass of 634 kg/m, the W 360x410x634 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 2745200000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 14240000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 982600000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the W 360x410x634 provides a y-axis shear area (at strong bending axis) of 65380.8 mm² for web shear verification and a torsion constant of 139600000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 38570000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.