W 1000x300x584

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

Section geometry

W shape
Height (h):
1056mm
Width (b):
314mm
Web thickness (tw):
36mm
Flange thickness (tf):
64mm
Radius (r):
30mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
1.246E10
Z-axis:
3.343E8
Elastic section modulus (Wel):mm³
Y-axis:
2.359E7
Z-axis:
2.129E6
Plastic section modulus (Wpl):mm³
Y-axis:
2.803E7
Z-axis:
3.474E6
Radius of gyration (i):mm
Y-axis:
409
Z-axis:
67
Plastic shear area (Av):mm²
Y-axis:
40192
Z-axis:
40320

Weight per meter:
584kg/m
Area (A):
74400mm²
Surface area per meter:
3.244m²/m
Torsion constant (It):
7.153E7mm⁴
Warping constant (Iw):
8.124E13mm⁶

Profile overview for W 1000x300x584

The W 1000x300x584 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 1056 mm and a flange width (b) of 314 mm, supported by a 36 mm thick web and 64 mm thick flanges. With a cross-sectional area of 74400 mm² and a linear mass of 584 kg/m, the W 1000x300x584 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 12460700000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 28030000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 334300000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the W 1000x300x584 provides a y-axis shear area (at strong bending axis) of 40192 mm² for web shear verification and a torsion constant of 71530000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 81240000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.