Description
| Stud Specifications | ||||
|---|---|---|---|---|
| Stud Diameter (D) | Stud Length (L) | Part Number | 1000 Pieces Weight (lbs) | Pieces Per Box |
| 1/2 | 1 1/8 | HA 050-0112 | 112 | 600 |
| 1 5/8 | HA 050-0162 | 138 | 450 | |
| 2 1/8 | HA 050-0212 | 166 | 400 | |
| 2 5/8 | HA 050-0262 | 198 | 350 | |
| 3 1/8 | HA 050-0312 | 223 | 300 | |
| 3 5/8 | HA 050-0362 | 246 | 200 | |
| 4 1/8 | HA 050-0412 | 277 | 200 | |
| 5 5/16 | HA 050-0531 | 339 | 150 | |
| 6 1/8 | HA 050-0612 | 388 | 125 | |
| 8 1/8 | HA 050-0812 | 495 | 100 | |
| 10 1/8 | HA 050-1012 | 680 | 75 | |
Special sizes available upon request
| Mechanical Property Requirements | ||
|---|---|---|
| Type A1 | Type B2 | |
| Tensile Strength | 61,000 psi minimum | 65,000 psi minimum |
| (420 MPa) | (450 MPa) | |
| Yield Strength (0.2% offset) | 49,000 psi minimum | 51,000 psi minimum |
| (340 MPa) | (350 MPa) | |
| Elongation (% in 2 in.) | 17% min | 20% min |
| Elongation (% in 5x dia.) | 14% min | 15% min |
| Reduction of Area | 50% min | 50% min |
* Type A studs shall be general purpose of any type and size used for purposes other than shear transfer in composite beam design and construction.
** Length is before weld. Stud diameters (D) 1/2″ and below will be 5/8″ will be approximately 1/8″ shorter after welding. 5/8″ will be approximately 3/16″ shorter after wedling. Made to order lengths available upon request.
