W 1000x300x314

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

Section geometry

Height (h):

1000mm

Width (b):

300mm

Web thickness (t_w):

19.1mm

Flange thickness (t_f):

35.9mm

Radius (r):

30mm

Section properties

Moment of inertia (I):mm⁴

Y-axis:

6.442E9

Z-axis:

1.623E8

Elastic section modulus (W_el):mm³

Y-axis:

1.288E7

Z-axis:

1.082E6

Plastic section modulus (W_pl):mm³

Y-axis:

1.485E7

Z-axis:

1.712E6

Radius of gyration (i):mm

Y-axis:

401

Z-axis:

Plastic shear area (A_v):mm²

Y-axis:

21540

Z-axis:

21340

Weight per meter:

314kg/m

Area (A):

40000mm²

Surface area per meter:

3.11m²/m

Torsion constant (I_t):

1.263E7mm⁴

Warping constant (I_w):

3.753E13mm⁶

Profile overview for W 1000x300x314

The W 1000x300x314 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 1000 mm and a flange width (b) of 300 mm, supported by a 19.1 mm thick web and 35.9 mm thick flanges. With a cross-sectional area of 40000 mm² and a linear mass of 314 kg/m, the W 1000x300x314 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 6442100000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 14850000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (I_z) provides 162300000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the W 1000x300x314 provides a y-axis shear area (at strong bending axis) of 21540 mm² for web shear verification and a torsion constant of 12630000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 37530000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.