W14X605 Steel Beam — Section Properties

Dimensions

Property Value Unit
Depth (d) 20.90 in (530.9 mm)
Flange Width (bf) 17.40 in (442.0 mm)
Flange Thickness (tf) 4.16 in
Web Thickness (tw) 2.60 in
Area (A) 178 in² (1148.5 cm²)
Weight 605 lb/ft (900 kg/m)

Elastic Section Properties

Property Strong Axis (X-X) Weak Axis (Y-Y) Unit
Moment of Inertia (I) 10,800 3,680 in⁴
Elastic Section Modulus (S) 1,040 423 in³
Plastic Section Modulus (Z) 1,320 652 in³
Radius of Gyration (r) 7.80 4.55 in

Torsional Properties

Property Value Unit
Torsional Constant (J) 869 in⁴
Warping Constant (Cw) 258,000 in⁶
Distance Between Flange Centroids (ho) 16.70 in
Effective Radius (rts) 5.44 in

Design Resources

Frequently Asked Questions

What is the weight of a W14X605 beam? 605 lb/ft (900 kg/m). A 40-ft length weighs approximately 24,200 lbs.

What is the section modulus of W14X605? Sx = 1040 in³ (strong axis) and Sy = 423 in³ (weak axis). The plastic section modulus Zx = 1320 in³ and Zy = 652 in³.

What steel grade is standard for W14X605? 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 W14X605? Ix = 10800 in⁴ about the strong axis and Iy = 3680 in⁴ about the weak axis. The radius of gyration is rx = 7.80 in and ry = 4.55 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.