WT13.5X184 Steel WT-shape — Section Properties
Dimensions
| Property | Value | Unit |
|---|---|---|
| Depth (d) | 15.2 | 386.1 mm |
| Flange Width (bf) | 14.7 | 37.34 cm |
| Flange Thickness (tf) | 2.48 | 63.0 mm |
| Web Thickness (tw) | 1.38 | 35.1 mm |
| Area (A) | 54.2 in² | 349.7 cm² |
| Weight | 184 lb/ft | 273.8 kg/m |
Elastic Section Properties
| Property | Strong Axis (X-X) | Weak Axis (Y-Y) | Unit |
|---|---|---|---|
| Moment of Inertia (I) | 939 | 655 | in⁴ |
| Elastic Section Modulus (S) | 81.7 | 89.3 | in³ |
| Plastic Section Modulus (Z) | 151 | 140 | in³ |
| Radius of Gyration (r) | 4.16 | 3.48 | in |
Torsional Properties
| Property | Value | Unit |
|---|---|---|
| Torsional Constant (J) | 84.5 | in⁴ |
| Warping Constant (Cw) | 532 | 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 WT13.5X184 tee? 184 lb/ft (273.8 kg/m).
What is the section modulus of WT13.5X184? Sx = 81.7 in³, Zx = 151 in³ (strong axis). Sy = 89.3 in³, Zy = 140 in³ (weak axis).
What steel grade is standard for WT13.5X184? ASTM A992 (Fy = 50 ksi, Fu = 65 ksi) for WT-shapes. Verify with mill certificate.
What is the moment of inertia of WT13.5X184? Ix = 939 in⁴ about the strong axis and Iy = 655 in⁴ about the weak axis. The radius of gyration is rx = 4.16 in and ry = 3.48 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.