WT13.5X97 Steel WT-shape — Section Properties
Dimensions
| Property | Value | Unit |
|---|---|---|
| Depth (d) | 14.1 | 358.1 mm |
| Flange Width (bf) | 14 | 35.56 cm |
| Flange Thickness (tf) | 1.34 | 34.0 mm |
| Web Thickness (tw) | 0.75 | 19.0 mm |
| Area (A) | 28.6 in² | 184.5 cm² |
| Weight | 97 lb/ft | 144.4 kg/m |
Elastic Section Properties
| Property | Strong Axis (X-X) | Weak Axis (Y-Y) | Unit |
|---|---|---|---|
| Moment of Inertia (I) | 444 | 309 | in⁴ |
| Elastic Section Modulus (S) | 40.3 | 44.1 | in³ |
| Plastic Section Modulus (Z) | 71.8 | 67.8 | in³ |
| Radius of Gyration (r) | 3.94 | 3.29 | in |
Torsional Properties
| Property | Value | Unit |
|---|---|---|
| Torsional Constant (J) | 13.5 | in⁴ |
| Warping Constant (Cw) | 74.3 | 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 WT13.5X97 tee? 97 lb/ft (144.4 kg/m).
What is the section modulus of WT13.5X97? Sx = 40.3 in³, Zx = 71.8 in³ (strong axis). Sy = 44.1 in³, Zy = 67.8 in³ (weak axis).
What steel grade is standard for WT13.5X97? ASTM A992 (Fy = 50 ksi, Fu = 65 ksi) for WT-shapes. Verify with mill certificate.
What is the moment of inertia of WT13.5X97? Ix = 444 in⁴ about the strong axis and Iy = 309 in⁴ about the weak axis. The radius of gyration is rx = 3.94 in and ry = 3.29 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.