W40X392 Steel Beam — Section Properties

Dimensions

Property Value Unit
Depth (d) 41.60 in (1056.6 mm)
Flange Width (bf) 12.40 in (315.0 mm)
Flange Thickness (tf) 2.52 in
Web Thickness (tw) 1.42 in
Area (A) 116 in² (748.4 cm²)
Weight 392 lb/ft (583 kg/m)

Elastic Section Properties

Property Strong Axis (X-X) Weak Axis (Y-Y) Unit
Moment of Inertia (I) 29,900 803 in⁴
Elastic Section Modulus (S) 1,440 130 in³
Plastic Section Modulus (Z) 1,710 212 in³
Radius of Gyration (r) 16.10 2.64 in

Torsional Properties

Property Value Unit
Torsional Constant (J) 172 in⁴
Warping Constant (Cw) 306,000 in⁶
Distance Between Flange Centroids (ho) 39.10 in
Effective Radius (rts) 3.30 in

Design Resources

Frequently Asked Questions

What is the weight of a W40X392 beam? 392 lb/ft (583 kg/m). A 40-ft length weighs approximately 15,680 lbs.

What is the section modulus of W40X392? Sx = 1440 in³ (strong axis) and Sy = 130 in³ (weak axis). The plastic section modulus Zx = 1710 in³ and Zy = 212 in³.

What steel grade is standard for W40X392? Typically ASTM A992 (Fy = 50 ksi, Fu = 65 ksi) for W-shapes. Also available in A572 Grade 50 or A36. Verify with mill certificate.

What is the moment of inertia of W40X392? Ix = 29900 in⁴ about the strong axis and Iy = 803 in⁴ about the weak axis. The radius of gyration is rx = 16.10 in and ry = 2.64 in.

Related Pages


Educational reference only. Verify all section properties against the current AISC Manual and mill certificates before design. Results are PRELIMINARY — NOT FOR CONSTRUCTION.