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W 360x410x216

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

Section geometry

W shape
Height (h):
375mm
Width (b):
394mm
Web thickness (tw):
17.3mm
Flange thickness (tf):
27.7mm
Radius (r):
20mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
7.149E8
Z-axis:
2.825E8
Elastic section modulus (Wel):mm³
Y-axis:
3.813E6
Z-axis:
1.434E6
Plastic section modulus (Wpl):mm³
Y-axis:
4.285E6
Z-axis:
2.178E6
Radius of gyration (i):mm
Y-axis:
160
Z-axis:
100
Plastic shear area (Av):mm²
Y-axis:
21830
Z-axis:
7459
Weight per meter:
216kg/m
Area (A):
27500mm²
Surface area per meter:
2.257m²/m
Torsion constant (It):
6.521E6mm⁴
Warping constant (Iw):
8.514E12mm⁶

Profile overview for W 360x410x216

The W 360x410x216 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 375 mm and a flange width (b) of 394 mm, supported by a 17.3 mm thick web and 27.7 mm thick flanges. With a cross-sectional area of 27500 mm² and a linear mass of 216 kg/m, the W 360x410x216 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 714900000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 4285000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 282500000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the W 360x410x216 provides a y-axis shear area (at strong bending axis) of 21827.6 mm² for web shear verification and a torsion constant of 6521000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 8514000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.