W 920x420x344

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

Section geometry

Height (h):

927mm

Width (b):

418mm

Web thickness (t_w):

19.3mm

Flange thickness (t_f):

32mm

Radius (r):

25mm

Section properties

Moment of inertia (I):mm⁴

Y-axis:

6.491E9

Z-axis:

3.901E8

Elastic section modulus (W_el):mm³

Y-axis:

1.400E7

Z-axis:

1.866E6

Plastic section modulus (W_pl):mm³

Y-axis:

1.579E7

Z-axis:

2.884E6

Radius of gyration (i):mm

Y-axis:

384

Z-axis:

Plastic shear area (A_v):mm²

Y-axis:

26752

Z-axis:

19410

Weight per meter:

344kg/m

Area (A):

43900mm²

Surface area per meter:

3.444m²/m

Torsion constant (I_t):

1.198E7mm⁴

Warping constant (I_w):

7.800E13mm⁶

Profile overview for W 920x420x344

The W 920x420x344 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 927 mm and a flange width (b) of 418 mm, supported by a 19.3 mm thick web and 32 mm thick flanges. With a cross-sectional area of 43900 mm² and a linear mass of 344 kg/m, the W 920x420x344 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 6490600000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 15790000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (I_z) provides 390100000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the W 920x420x344 provides a y-axis shear area (at strong bending axis) of 26752 mm² for web shear verification and a torsion constant of 11980000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 78000000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.