StiffClip® HC
Features
- Guide holes for attachment to framing members (.172” in diameter)
- Engineered for steel members
- Structurally load tested
- Meets all building code criteria
Order Information
Designation | Qty/Box | Lbs/Box | Qty/Skid | Lbs/Skid |
HC362/400-43 | 100 | 15 | 11,200 | 1,680 |
HC362/400-68 | 100 | 24 | 11,200 | 2,688 |
HC600-43 | 100 | 24 | 4,500 | 1,080 |
HC600-68 | 100 | 37 | 4,500 | 1,665 |
HC800-43 | 100 | 32 | 4,500 | 1,440 |
HC800-68 | 100 | 50 | 4,500 | 2,250 |
HC800-97 | 50 | 70 | 2,250 | 3,150 |
HC1000-68 | 100 | 65 | 4,500 | 2,925 |
HC1000-97 | 50 | 44 | 2,250 | 1,980 |
HC1200-68 | 100 | 80 | 3,200 | 2,560 |
HC1200-97 | 50 | 54 | 1,600 | 1,728 |
HC1400-68 | 50 | 45 | 1,600 | 1,440 |
HC1400-97 | 50 | 65 | 1,600 | 2,080 |
HC1600-68 | 50 | 50 | 2,400 | 2,400 |
HC1600-97 | 25 | 35 | 1,200 | 1,680 |
Nomenclature
StiffClip HC is designated by multiplying joist depth by 100, then listing material thickness.
Example: 6″ stud depth, 68mil steel thickness
Designate: StiffClip® HC600-68
* Standard angle bend is 135°. Other angle shapes are available.
Material Composition
Catalogs
For a full list of our product catalogs, specification sections, inspection checklists, and research reports please click here.
StiffClip® HC Downloads
StiffClip® HC Applications
The unique design of MasterClip allows it to be installed either as a vertical deflection connection or a rigid connection. Attachment to the primary structure may be made with a PAF, screw/bolt anchors, or weld and is dependent upon the base material (steel or concrete) and the design configuration.
Roof Joist Hip Connection
Installation Instructions
- Attach end of StiffClip HC to hip beam with required number of fasteners.
- Next, attach StiffClip HC to roof joist framing member with required number of screws.
Load Table Notes:
- Design loads are for attachment of StiffClip HC to cold formed framing only. Load tables reflect vertical loads (F3).
- Design loads consider loads on the clip and #12 screw fasteners in each leg.
- Torsional effects are considered on screw group for F3 allowable loads. It is assumed that half of the torsional moment is taken by screw group in each leg of clip .
- Allowable loads have not been increased for wind, seismic, or other factors.
- For LRFD strengths contact TSN technical services.