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W 360x410x262

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

Section geometry

W shape
Height (h):
387mm
Width (b):
398mm
Web thickness (tw):
21.1mm
Flange thickness (tf):
33.3mm
Radius (r):
20mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
8.976E8
Z-axis:
3.502E8
Elastic section modulus (Wel):mm³
Y-axis:
4.638E6
Z-axis:
1.759E6
Plastic section modulus (Wpl):mm³
Y-axis:
5.282E6
Z-axis:
2.678E6
Radius of gyration (i):mm
Y-axis:
163
Z-axis:
102
Plastic shear area (Av):mm²
Y-axis:
26510
Z-axis:
9138
Weight per meter:
262kg/m
Area (A):
33400mm²
Surface area per meter:
2.289m²/m
Torsion constant (It):
1.133E7mm⁴
Warping constant (Iw):
1.094E13mm⁶

Profile overview for W 360x410x262

The W 360x410x262 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 387 mm and a flange width (b) of 398 mm, supported by a 21.1 mm thick web and 33.3 mm thick flanges. With a cross-sectional area of 33400 mm² and a linear mass of 262 kg/m, the W 360x410x262 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 897600000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 5282000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 350200000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the W 360x410x262 provides a y-axis shear area (at strong bending axis) of 26506.8 mm² for web shear verification and a torsion constant of 11330000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 10940000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.