WT12X167.5 Steel WT-shape — Section Properties
Dimensions
| Property | Value | Unit |
|---|---|---|
| Depth (d) | 13.8 | 350.5 mm |
| Flange Width (bf) | 13.5 | 34.29 cm |
| Flange Thickness (tf) | 2.48 | 63.0 mm |
| Web Thickness (tw) | 1.38 | 35.1 mm |
| Area (A) | 49.1 in² | 316.8 cm² |
| Weight | 167.5 lb/ft | 249.3 kg/m |
Elastic Section Properties
| Property | Strong Axis (X-X) | Weak Axis (Y-Y) | Unit |
|---|---|---|---|
| Moment of Inertia (I) | 686 | 513 | in⁴ |
| Elastic Section Modulus (S) | 66.3 | 75.9 | in³ |
| Plastic Section Modulus (Z) | 123 | 119 | in³ |
| Radius of Gyration (r) | 3.73 | 3.23 | in |
Torsional Properties
| Property | Value | Unit |
|---|---|---|
| Torsional Constant (J) | 75.6 | in⁴ |
| Warping Constant (Cw) | 405 | in⁶ |
Design Resources
- Section Properties Database — Compare with other sections
- Steel Beam Sizes Reference — Full dimension table
- Steel Grades Reference — Material properties
Frequently Asked Questions
What is the weight of a WT12X167.5 tee? 167.5 lb/ft (249.3 kg/m).
What is the section modulus of WT12X167.5? Sx = 66.3 in³, Zx = 123 in³ (strong axis). Sy = 75.9 in³, Zy = 119 in³ (weak axis).
What steel grade is standard for WT12X167.5? ASTM A992 (Fy = 50 ksi, Fu = 65 ksi) for WT-shapes. Verify with mill certificate.
What is the moment of inertia of WT12X167.5? Ix = 686 in⁴ about the strong axis and Iy = 513 in⁴ about the weak axis. The radius of gyration is rx = 3.73 in and ry = 3.23 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.