StiffClip® JC
Features
- Joist flange rests on angle leg for fast joist installation
- Guide holes for attachment to beam and screw placement to member (0.172″ in diameter)
- Structurally load tested
Order Information
Order Information
Designation | Qty/Box | Lbs/Box | Qty/Skid | Lbs/Skid |
JC362/400-43 | 100 | 21 | 11,200 | 2,352 |
JC362/400-68 | 100 | 33 | 11,200 | 3,696 |
JC600-43 | 100 | 30 | 4,500 | 1,350 |
JC600-68 | 100 | 47 | 4,500 | 2,115 |
JC800-43 | 100 | 35 | 4,500 | 1,575 |
JC800-68 | 100 | 60 | 4,500 | 2,700 |
JC800-97 | 50 | 39 | 2,250 | 1,755 |
JC1000-68 | 100 | 73 | 4,500 | 3,285 |
JC1000-97 | 50 | 51 | 2,250 | 2,295 |
JC1200-68 | 50 | 43 | 1,600 | 1,376 |
JC1200-97 | 50 | 60 | 1,600 | 1,920 |
JC1400-68 | 50 | 50 | 1,600 | 1,600 |
JC1400-97 | 50 | 70 | 1,600 | 2,240 |
Nomenclature
StiffClip JC is designated by listing the joist depth in inches, followed by the required clip thickness in mils that will accommodate anticipated loads. (see technical sheet for load tables)
Example: 6″ joist, 3,000 lbs. load
Designate: StiffClip® JC600-68
Material Composition
Catalogs
For a full list of our product catalogs, specification sections, inspection checklists, and research reports please click here.
StiffClip® JC Downloads
StiffClip® JC Applications
Cold-formed Steel Joist Hanger
Installation Instructions
- Attach one angle of StiffClip JC to floor beam through guide holes with approved number of screws.
- Place floor joist over StiffClip JC. Attach joist to clip with approved number of screws.
Allowable Loads
6 Screws
11 Screws
7 Screws
13 Screws
8 Screws
15 Screws
3 Screws
3 Screws
3 Screws
5 Screws
3 Screws
5 Screws
4 Screws
7 Screws
4 Screws
7 Screws
5 Screws
9 Screws
Load Table Notes:
- Design loads are for attachment of StiffClip JC to joist only. Load tables reflect vertical loads (F3).
- Design loads consider clip capacity and screw connection to the joist only.
- All guide holes may not require fasteners. Fastener size and quantity determined by designer.
- Torsional effects are considered on screw group for F3 allowable loads. It is assumed that half of the torsional moment is resisted by the connection to the structure and half is resisted by the connection to the joist.
- Allowable loads have not been increased for wind, seismic, or other factors.
- StiffClip JC attachment to the beam or structure must be designed to be greather than or equivalent to the joist attachment.
- For LRFD strengths contact TSN technical services.