W 360x170x51

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

Section geometry

W shape
Height (h):
355mm
Width (b):
171mm
Web thickness (tw):
7.2mm
Flange thickness (tf):
11.6mm
Radius (r):
10mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
1.412E8
Z-axis:
9.680E6
Elastic section modulus (Wel):mm³
Y-axis:
7.955E5
Z-axis:
1.132E5
Plastic section modulus (Wpl):mm³
Y-axis:
8.933E5
Z-axis:
1.743E5
Radius of gyration (i):mm
Y-axis:
148
Z-axis:
38
Plastic shear area (Av):mm²
Y-axis:
3967
Z-axis:
2790

Weight per meter:
51kg/m
Area (A):
6450mm²
Surface area per meter:
1.362m²/m
Torsion constant (It):
2.371E5mm⁴
Warping constant (Iw):
2.849E11mm⁶

Profile overview for W 360x170x51

The W 360x170x51 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 355 mm and a flange width (b) of 171 mm, supported by a 7.2 mm thick web and 11.6 mm thick flanges. With a cross-sectional area of 6450 mm² and a linear mass of 51 kg/m, the W 360x170x51 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 141200000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 893300 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 9680000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the W 360x170x51 provides a y-axis shear area (at strong bending axis) of 3967.2 mm² for web shear verification and a torsion constant of 237100 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 284900000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.