W 1000x300x393

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

Section geometry

Height (h):

1016mm

Width (b):

303mm

Web thickness (t_w):

24.4mm

Flange thickness (t_f):

43.9mm

Radius (r):

30mm

Section properties

Moment of inertia (I):mm⁴

Y-axis:

8.077E9

Z-axis:

2.049E8

Elastic section modulus (W_el):mm³

Y-axis:

1.589E7

Z-axis:

1.352E6

Plastic section modulus (W_pl):mm³

Y-axis:

1.853E7

Z-axis:

2.167E6

Radius of gyration (i):mm

Y-axis:

401

Z-axis:

Plastic shear area (A_v):mm²

Y-axis:

26600

Z-axis:

27120

Weight per meter:

393kg/m

Area (A):

50100mm²

Surface area per meter:

3.144m²/m

Torsion constant (I_t):

2.329E7mm⁴

Warping constant (I_w):

4.808E13mm⁶

Profile overview for W 1000x300x393

The W 1000x300x393 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 1016 mm and a flange width (b) of 303 mm, supported by a 24.4 mm thick web and 43.9 mm thick flanges. With a cross-sectional area of 50100 mm² and a linear mass of 393 kg/m, the W 1000x300x393 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 8076800000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 18530000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (I_z) provides 204900000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the W 1000x300x393 provides a y-axis shear area (at strong bending axis) of 26603.4 mm² for web shear verification and a torsion constant of 23290000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 48080000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.