WT7X332.5 Steel WT-shape — Section Properties
Dimensions
| Property | Value | Unit |
|---|---|---|
| Depth (d) | 10.8 | 274.3 mm |
| Flange Width (bf) | 17.7 | 44.96 cm |
| Flange Thickness (tf) | 4.52 | 114.8 mm |
| Web Thickness (tw) | 2.83 | 71.9 mm |
| Area (A) | 97.8 in² | 631.0 cm² |
| Weight | 332.5 lb/ft | 494.8 kg/m |
Elastic Section Properties
| Property | Strong Axis (X-X) | Weak Axis (Y-Y) | Unit |
|---|---|---|---|
| Moment of Inertia (I) | 622 | 2080 | in⁴ |
| Elastic Section Modulus (S) | 82.1 | 236 | in³ |
| Plastic Section Modulus (Z) | 182 | 365 | in³ |
| Radius of Gyration (r) | 2.52 | 4.62 | in |
Torsional Properties
| Property | Value | Unit |
|---|---|---|
| Torsional Constant (J) | 555 | in⁴ |
| Warping Constant (Cw) | 3920 | 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 WT7X332.5 tee? 332.5 lb/ft (494.8 kg/m).
What is the section modulus of WT7X332.5? Sx = 82.1 in³, Zx = 182 in³ (strong axis). Sy = 236 in³, Zy = 365 in³ (weak axis).
What steel grade is standard for WT7X332.5? ASTM A992 (Fy = 50 ksi, Fu = 65 ksi) for WT-shapes. Verify with mill certificate.
What is the moment of inertia of WT7X332.5? Ix = 622 in⁴ about the strong axis and Iy = 2080 in⁴ about the weak axis. The radius of gyration is rx = 2.52 in and ry = 4.62 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.