W 920x420x1194

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

Section geometry

Height (h):

1081mm

Width (b):

457mm

Web thickness (t_w):

60.5mm

Flange thickness (t_f):

109mm

Radius (r):

25mm

Section properties

Moment of inertia (I):mm⁴

Y-axis:

2.697E10

Z-axis:

1.751E9

Elastic section modulus (W_el):mm³

Y-axis:

4.989E7

Z-axis:

7.660E6

Plastic section modulus (W_pl):mm³

Y-axis:

5.991E7

Z-axis:

1.219E7

Radius of gyration (i):mm

Y-axis:

420

Z-axis:

107

Plastic shear area (A_v):mm²

Y-axis:

99626

Z-axis:

64790

Weight per meter:

1194kg/m

Area (A):

1.522E5mm²

Surface area per meter:

3.826m²/m

Torsion constant (I_t):

4.411E8mm⁴

Warping constant (I_w):

4.095E14mm⁶

Profile overview for W 920x420x1194

The W 920x420x1194 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 1081 mm and a flange width (b) of 457 mm, supported by a 60.5 mm thick web and 109 mm thick flanges. With a cross-sectional area of 152200 mm² and a linear mass of 1194 kg/m, the W 920x420x1194 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 26967600000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 59910000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (I_z) provides 1750500000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the W 920x420x1194 provides a y-axis shear area (at strong bending axis) of 99626 mm² for web shear verification and a torsion constant of 441100000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 409540000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.