WT7X96.5 Steel WT-shape — Section Properties
Dimensions
| Property | Value | Unit |
|---|---|---|
| Depth (d) | 7.74 | 196.6 mm |
| Flange Width (bf) | 15.7 | 39.88 cm |
| Flange Thickness (tf) | 1.44 | 36.6 mm |
| Web Thickness (tw) | 0.89 | 22.6 mm |
| Area (A) | 28.4 in² | 183.2 cm² |
| Weight | 96.5 lb/ft | 143.6 kg/m |
Elastic Section Properties
| Property | Strong Axis (X-X) | Weak Axis (Y-Y) | Unit |
|---|---|---|---|
| Moment of Inertia (I) | 89.8 | 466 | in⁴ |
| Elastic Section Modulus (S) | 14.4 | 59.3 | in³ |
| Plastic Section Modulus (Z) | 29.4 | 90.1 | in³ |
| Radius of Gyration (r) | 1.78 | 4.05 | in |
Torsional Properties
| Property | Value | Unit |
|---|---|---|
| Torsional Constant (J) | 17.3 | in⁴ |
| Warping Constant (Cw) | 87.2 | 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 WT7X96.5 tee? 96.5 lb/ft (143.6 kg/m).
What is the section modulus of WT7X96.5? Sx = 14.4 in³, Zx = 29.4 in³ (strong axis). Sy = 59.3 in³, Zy = 90.1 in³ (weak axis).
What steel grade is standard for WT7X96.5? ASTM A992 (Fy = 50 ksi, Fu = 65 ksi) for WT-shapes. Verify with mill certificate.
What is the moment of inertia of WT7X96.5? Ix = 89.8 in⁴ about the strong axis and Iy = 466 in⁴ about the weak axis. The radius of gyration is rx = 1.78 in and ry = 4.05 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.