W14X342 Steel Beam — Section Properties
Dimensions
| Property | Value | Unit |
|---|---|---|
| Depth (d) | 17.50 | in (444.5 mm) |
| Flange Width (bf) | 16.40 | in (416.6 mm) |
| Flange Thickness (tf) | 2.47 | in |
| Web Thickness (tw) | 1.54 | in |
| Area (A) | 101 | in² (651.7 cm²) |
| Weight | 342 | lb/ft (509 kg/m) |
Elastic Section Properties
| Property | Strong Axis (X-X) | Weak Axis (Y-Y) | Unit |
|---|---|---|---|
| Moment of Inertia (I) | 4,900 | 1,810 | in⁴ |
| Elastic Section Modulus (S) | 558 | 221 | in³ |
| Plastic Section Modulus (Z) | 672 | 338 | in³ |
| Radius of Gyration (r) | 6.98 | 4.24 | in |
Torsional Properties
| Property | Value | Unit |
|---|---|---|
| Torsional Constant (J) | 178 | in⁴ |
| Warping Constant (Cw) | 103,000 | in⁶ |
| Distance Between Flange Centroids (ho) | 15 | in |
| Effective Radius (rts) | 4.95 | in |
Design Resources
- Beam Capacity Calculator — Check W14X342 for your span and loads
- Column Capacity Calculator — Check W14X342 as a column
- Section Properties Database — Compare with other sections
- Steel Beam Sizes Reference — Full W-shape dimension table
- Steel Grades Reference — A992/A572 material properties
Frequently Asked Questions
What is the weight of a W14X342 beam? 342 lb/ft (509 kg/m). A 40-ft length weighs approximately 13,680 lbs.
What is the section modulus of W14X342? Sx = 558 in³ (strong axis) and Sy = 221 in³ (weak axis). The plastic section modulus Zx = 672 in³ and Zy = 338 in³.
What steel grade is standard for W14X342? 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 W14X342? Ix = 4900 in⁴ about the strong axis and Iy = 1810 in⁴ about the weak axis. The radius of gyration is rx = 6.98 in and ry = 4.24 in.
Related Pages
- Steel Beam Sizes Reference
- Beam Capacity Calculator
- Column Capacity Calculator
- Section Properties Database
Educational reference only. Verify all section properties against the current AISC Manual and mill certificates before design. Results are PRELIMINARY — NOT FOR CONSTRUCTION.