W6X12 Steel Beam — Section Properties

Dimensions

Property Value Unit
Depth (d) 6.03 in (153.2 mm)
Flange Width (bf) 4 in (101.6 mm)
Flange Thickness (tf) 0.28 in
Web Thickness (tw) 0.23 in
Area (A) 3.55 in² (22.9 cm²)
Weight 12 lb/ft (18 kg/m)

Elastic Section Properties

Property Strong Axis (X-X) Weak Axis (Y-Y) Unit
Moment of Inertia (I) 22.10 2.99 in⁴
Elastic Section Modulus (S) 7.31 1.50 in³
Plastic Section Modulus (Z) 8.30 2.32 in³
Radius of Gyration (r) 2.49 0.92 in

Torsional Properties

Property Value Unit
Torsional Constant (J) 0.09 in⁴
Warping Constant (Cw) 24.70 in⁶
Distance Between Flange Centroids (ho) 5.75 in
Effective Radius (rts) 1.08 in

Design Resources

Frequently Asked Questions

What is the weight of a W6X12 beam? 12 lb/ft (18 kg/m). A 40-ft length weighs approximately 480 lbs.

What is the section modulus of W6X12? Sx = 7.3 in³ (strong axis) and Sy = 1.5 in³ (weak axis). The plastic section modulus Zx = 8.3 in³ and Zy = 2.3 in³.

What steel grade is standard for W6X12? 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 W6X12? Ix = 22.1 in⁴ about the strong axis and Iy = 3.0 in⁴ about the weak axis. The radius of gyration is rx = 2.49 in and ry = 0.92 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.