WT10.5X41.5 Steel WT-shape — Section Properties
Dimensions
| Property | Value | Unit |
|---|---|---|
| Depth (d) | 10.7 | 271.8 mm |
| Flange Width (bf) | 8.36 | 21.23 cm |
| Flange Thickness (tf) | 0.835 | 21.2 mm |
| Web Thickness (tw) | 0.515 | 13.1 mm |
| Area (A) | 12.2 in² | 78.7 cm² |
| Weight | 41.5 lb/ft | 61.8 kg/m |
Elastic Section Properties
| Property | Strong Axis (X-X) | Weak Axis (Y-Y) | Unit |
|---|---|---|---|
| Moment of Inertia (I) | 127 | 40.7 | in⁴ |
| Elastic Section Modulus (S) | 15.7 | 9.74 | in³ |
| Plastic Section Modulus (Z) | 28 | 15.2 | in³ |
| Radius of Gyration (r) | 3.22 | 1.83 | in |
Torsional Properties
| Property | Value | Unit |
|---|---|---|
| Torsional Constant (J) | 2.16 | in⁴ |
| Warping Constant (Cw) | 6.5 | 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 WT10.5X41.5 tee? 41.5 lb/ft (61.8 kg/m).
What is the section modulus of WT10.5X41.5? Sx = 15.7 in³, Zx = 28 in³ (strong axis). Sy = 9.74 in³, Zy = 15.2 in³ (weak axis).
What steel grade is standard for WT10.5X41.5? ASTM A992 (Fy = 50 ksi, Fu = 65 ksi) for WT-shapes. Verify with mill certificate.
What is the moment of inertia of WT10.5X41.5? Ix = 127 in⁴ about the strong axis and Iy = 40.7 in⁴ about the weak axis. The radius of gyration is rx = 3.22 in and ry = 1.83 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.