W14X233 Steel Beam — Section Properties
Dimensions
| Property | Value | Unit |
|---|---|---|
| Depth (d) | 16 | in (406.4 mm) |
| Flange Width (bf) | 15.90 | in (403.9 mm) |
| Flange Thickness (tf) | 1.72 | in |
| Web Thickness (tw) | 1.07 | in |
| Area (A) | 68.50 | in² (442.0 cm²) |
| Weight | 233 | lb/ft (347 kg/m) |
Elastic Section Properties
| Property | Strong Axis (X-X) | Weak Axis (Y-Y) | Unit |
|---|---|---|---|
| Moment of Inertia (I) | 3,010 | 1,150 | in⁴ |
| Elastic Section Modulus (S) | 375 | 145 | in³ |
| Plastic Section Modulus (Z) | 436 | 221 | in³ |
| Radius of Gyration (r) | 6.63 | 4.10 | in |
Torsional Properties
| Property | Value | Unit |
|---|---|---|
| Torsional Constant (J) | 59.50 | in⁴ |
| Warping Constant (Cw) | 59,000 | in⁶ |
| Distance Between Flange Centroids (ho) | 14.30 | in |
| Effective Radius (rts) | 4.69 | in |
Design Resources
- Beam Capacity Calculator — Check W14X233 for your span and loads
- Column Capacity Calculator — Check W14X233 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 W14X233 beam? 233 lb/ft (347 kg/m). A 40-ft length weighs approximately 9,320 lbs.
What is the section modulus of W14X233? Sx = 375 in³ (strong axis) and Sy = 145 in³ (weak axis). The plastic section modulus Zx = 436 in³ and Zy = 221 in³.
What steel grade is standard for W14X233? 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 W14X233? Ix = 3010 in⁴ about the strong axis and Iy = 1150 in⁴ about the weak axis. The radius of gyration is rx = 6.63 in and ry = 4.10 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.