SSWHSR Steel Strong-Wall® High-Strength Rod Kit
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Steel Strong-Wall® Anchorage
This product's information may differ depending on the category of use. You are currently viewing details related to Steel Strong-Wall® Anchorage. You can also view product information related to the category: Lateral Systems for Cold-Formed Steel Construction
Product Details
The SSWHSR is designed to work with SSWAB and SSWABHS anchor bolts for attaching Steel Strong-Wall shearwalls to concrete foundations. This high-strength rod kit allows for anchorage in tall stem wall applications where full embedment of a Steel Strong-Wall anchor bolt into the footing is required. The head is stamped for identification with a No-Equal® symbol for identification, bolt length, bolt diameter and “HS” for high strength. The SSWHSR is not for use in place of SSWAB(HS) anchor bolts.
Key Features
- Fixed-in-place compression nut to improve performance
- Head stamp for easy identification and inspection
- High-strength coupler for attachment to SSWAB or SSWABHS
Product Includes
- The kit includes ASTM A449 high-strength rod with heavy hex nut fixed in place and high-strength coupler nut
Material
- High-strength (HS) ASTM A449
Installation
- Install coupler nut and high-strength all-thread rod with fixed nut on SSWAB
- Install SSWHSR and SSWAB assembly before the concrete is poured using the appropriate SSWT template and supplied nut; locate per designer
- Install shear reinforcement per designer before concrete is poured
- SSW bolt stabilizers may be used to prevent movement of the assembly during concrete pour
- Foundation design by designer
Related Links
Catalog Pages
Related Literature
Product Information Tables
| Steel Strong-Wall Width (in.) | Model No. | Dia. (in.) | Total Length (in.) | le (in.) |
|---|---|---|---|---|
| 12 | SSWHSR3/4x2KT | 3/4 | 24 | 21 |
| SSWHSR3/4x3KT | 3/4 | 36 | 33 | |
| 15, 18, 21, 24 | SSWHSR1x2KT | 1 | 24 | 21 |
| SSWHSR1x3KT | 1 | 36 | 33 |
Code Reports & Compliance
Drawings
| DWG | DXF | RFA | IFC | SAT | |||
|---|---|---|---|---|---|---|---|
