W 530x210x72

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

Section geometry

Height (h):

524mm

Width (b):

207mm

Web thickness (t_w):

9mm

Flange thickness (t_f):

10.9mm

Radius (r):

13mm

Section properties

Moment of inertia (I):mm⁴

Y-axis:

4.009E8

Z-axis:

1.615E7

Elastic section modulus (W_el):mm³

Y-axis:

1.530E6

Z-axis:

1.560E5

Plastic section modulus (W_pl):mm³

Y-axis:

1.761E6

Z-axis:

2.447E5

Radius of gyration (i):mm

Y-axis:

209

Z-axis:

Plastic shear area (A_v):mm²

Y-axis:

4513

Z-axis:

5046

Weight per meter:

72kg/m

Area (A):

9180mm²

Surface area per meter:

1.836m²/m

Torsion constant (I_t):

3.401E5mm⁴

Warping constant (I_w):

1.060E12mm⁶

Profile overview for W 530x210x72

The W 530x210x72 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 524 mm and a flange width (b) of 207 mm, supported by a 9 mm thick web and 10.9 mm thick flanges. With a cross-sectional area of 9180 mm² and a linear mass of 72 kg/m, the W 530x210x72 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 (I_y) of 400900000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 1761000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (I_z) provides 16150000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the W 530x210x72 provides a y-axis shear area (at strong bending axis) of 4512.6 mm² for web shear verification and a torsion constant of 340100 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 1060000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.