W 200x200x71

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

Section geometry

W shape
Height (h):
216mm
Width (b):
206mm
Web thickness (tw):
10.2mm
Flange thickness (tf):
17.4mm
Radius (r):
10mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
7.659E7
Z-axis:
2.537E7
Elastic section modulus (Wel):mm³
Y-axis:
7.092E5
Z-axis:
2.463E5
Plastic section modulus (Wpl):mm³
Y-axis:
8.031E5
Z-axis:
3.745E5
Radius of gyration (i):mm
Y-axis:
91
Z-axis:
52
Plastic shear area (Av):mm²
Y-axis:
7169
Z-axis:
2459

Weight per meter:
71kg/m
Area (A):
9100mm²
Surface area per meter:
1.218m²/m
Torsion constant (It):
8.167E5mm⁴
Warping constant (Iw):
2.499E11mm⁶

Profile overview for W 200x200x71

The W 200x200x71 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 216 mm and a flange width (b) of 206 mm, supported by a 10.2 mm thick web and 17.4 mm thick flanges. With a cross-sectional area of 9100 mm² and a linear mass of 71 kg/m, the W 200x200x71 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 76590000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 803100 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 25370000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the W 200x200x71 provides a y-axis shear area (at strong bending axis) of 7168.8 mm² for web shear verification and a torsion constant of 816700 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 249900000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.