W 1000x300x272

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

Section geometry

W shape
Height (h):
990mm
Width (b):
300mm
Web thickness (tw):
16.5mm
Flange thickness (tf):
31mm
Radius (r):
30mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
5.538E9
Z-axis:
1.400E8
Elastic section modulus (Wel):mm³
Y-axis:
1.118E7
Z-axis:
9.336E5
Plastic section modulus (Wpl):mm³
Y-axis:
1.282E7
Z-axis:
1.469E6
Radius of gyration (i):mm
Y-axis:
399
Z-axis:
63
Plastic shear area (Av):mm²
Y-axis:
18600
Z-axis:
18450

Weight per meter:
272kg/m
Area (A):
34600mm²
Surface area per meter:
3.095m²/m
Torsion constant (It):
8.348E6mm⁴
Warping constant (Iw):
3.207E13mm⁶

Profile overview for W 1000x300x272

The W 1000x300x272 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 990 mm and a flange width (b) of 300 mm, supported by a 16.5 mm thick web and 31 mm thick flanges. With a cross-sectional area of 34600 mm² and a linear mass of 272 kg/m, the W 1000x300x272 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 5538400000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 12820000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 140000000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the W 1000x300x272 provides a y-axis shear area (at strong bending axis) of 18600 mm² for web shear verification and a torsion constant of 8348000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 32070000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.