W 1100x400x607

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

Section geometry

W shape
Height (h):
1138mm
Width (b):
410mm
Web thickness (tw):
31mm
Flange thickness (tf):
55mm
Radius (r):
30mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
1.624E10
Z-axis:
6.347E8
Elastic section modulus (Wel):mm³
Y-axis:
2.854E7
Z-axis:
3.096E6
Plastic section modulus (Wpl):mm³
Y-axis:
3.300E7
Z-axis:
4.886E6
Radius of gyration (i):mm
Y-axis:
457
Z-axis:
90
Plastic shear area (Av):mm²
Y-axis:
45100
Z-axis:
37640

Weight per meter:
607kg/m
Area (A):
77740mm²
Surface area per meter:
3.802m²/m
Torsion constant (It):
5.789E7mm⁴
Warping constant (Iw):
1.853E14mm⁶

Profile overview for W 1100x400x607

The W 1100x400x607 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 1138 mm and a flange width (b) of 410 mm, supported by a 31 mm thick web and 55 mm thick flanges. With a cross-sectional area of 77740 mm² and a linear mass of 607 kg/m, the W 1100x400x607 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 16241000000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 33000000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 634700000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the W 1100x400x607 provides a y-axis shear area (at strong bending axis) of 45100 mm² for web shear verification and a torsion constant of 57890000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 185250000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.