VertiClip® Splice

The VertiClip Splice series is used when connecting a bypass rigid stud to structure while simultaneously attaching another wall stud below, allowing up to 2” vertical deflection of the structure. VertiClip Splice provides a tested, cost-effective alternative for connecting 2 non-axial load bearing studs to structure. VertiClip Splice is engineered for use with 6” or 8″ studs.
Features
  • Load-rated positive mechanical attachment at each stud
  • Patented Step Bushing Technology provides friction-free motion for smooth vertical deflection
  • Load-rated #12 screws provided for vertical deflection connection to stud web
  • Manufactured with certified, 68mil, 50ksi cold-formed steel
  • Acts as a web stiffener
Order Information
Qty/Box
Splice600
50
Splice800
50
Lbs/Box
Splice600
67
Splice800
87
Qty/Skid
Splice600
1,600
Splice800
1,600
Lbs/Skid
Splice600
2,144
Splice800
2,784

Nomenclature:
VertiClip Splice is designated by multiplying stud depth by 100.

Example: 6″ stud
Designate: VertiClip® Splice600

*Clip shown is a left version of VeritClip Splice. Right side versions can be made as a custom part.

Material Composition

ASTM A1003/A1003M Structural Grade 50 (340) Type H, ST50H (ST340H): 50ksi (340MPa) minimum yield strength, 65ksi (450MPa) minimum tensile strength, 68mil minimum thickness (14 gauge, 0.0713” design thickness) with ASTM A653/A653M G90 (Z275) hot dipped galvanized coating.

Catalogs

TSN’s Product Catalogs are an essential resource for the design of cold formed steel. Developed by Engineers, the catalogs contain design data for members, connectors, and fasteners. VertiClip® Splice can be found in the following Catalogs:

TSN Cold-Formed Steel Framing Connections Order Catalog

TSN Connections Technical Catalog

TSN Cold-Formed Steel Framing Connections Technical Catalog

TSN Connections Order Catalog

For a full list of our product catalogs, specification sections, inspection checklists, and research reports please click here.

Blast & Seismic Design

The Steel Network is the only connector manufacturer in the US that has rated its connector products for special seismic and blast design by providing tables with LRFD design strength, nominal strength and ultimate strength for each connector.

US Patents #5,906,080

VertiClip® Splice Downloads

VertiClip® Splice Applications

The attachment of VertiClip 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.

VertiClip Splice - Vertical Deflection Stud Splice Clip

Curtain Wall Slab Bypass, Connecting 2 Studs as a Vertical Deflection Connection

VertiClip® Splice Installation Instructions

  1. Attach VertiClip Splice to structure with approved fasteners.
  2. Attach rigid stud to clip using required screws.
  3. Attach bottom stud to clip with provided screws through step bushings.

VertiClip® Splice Allowable Loads:

Load Table Notes:

  • Fasten with 3/4″ from the angle heel centerline of the 1 1/2″ leg.
  • Total vertical deflection up to 2″ (1″ up and 1″ down). Deflection requirements greater than 1″ up and down are available.
  • Allowable loads have not been increased for wind, seismic, or other factors.
  • Torsional effects are considered on the screw group for F2 and F3 allowable loads. It is assumed that half of the torsional moment is taken by the connection to the structure and half is taken by the connection to the studs.
  • Loads listed reflect force in a single direction. When multiple loads react on the connection, it is the responsibility of the designer to check the interaction of forces.
VertiClip Splice F2 & F3 Load Directions

Load Directions

F2 & F3 Allowable Loads

Screw Patterns with #12 Screws
33mil (20ga), 33ksi Stud
33mil (20ga), 50ksi Stud
43mil (18ga), 33ksi Stud
43mil (18ga), 50ksi Stud
54mil (16ga), 33ksi Stud
54mil (16ga), 50ksi Stud
68mil (14ga), 33ksi Stud
68mil (14ga), 50ksi Stud
97mil (12ga), 33ksi Stud
97mil (12ga), 50ksi Stud
118mil (10ga), 50ksi Stud
Maximum Allowable Clip Load
F2 Load Direction
Splice600 & Splice800 (Quantity of Screws for Rigid/Deflection Connection)
2 screws/ 2 screws
752
1,088
1,120
1,328
1,328
1,328
1,328
1,328
1,328
1,328
1,328
1,328
F2 Load Direction
Splice600 & Splice800 (Quantity of Screws for Rigid/Deflection Connection)
4 screws/ 2 screws
1,040
1,208
1,224
1,328
1,328
1,328
1,328
1,328
1,328
1,328
1,328
1,328
F2 Load Direction
Splice600 & Splice800 (Quantity of Screws for Rigid/Deflection Connection)
4 screws/ 3 screws
1,228
1,328
1,328
1,328
1,328
1,328
1,328
1,328
1,328
1,328
1,328
1,328
F2 Load Direction
Splice600 & Splice800 (Quantity of Screws for Rigid/Deflection Connection)
6 screws/ 2 screws
1,040
1,208
1,224
1,328
1,328
1,328
1,328
1,328
1,328
1,328
1,328
1,328
F2 Load Direction
Splice600 & Splice800 (Quantity of Screws for Rigid/Deflection Connection)
6 screws/ 3 screws
1,228
1,328
1,328
1,328
1,328
1,328
1,328
1,328
1,328
1,328
1,328
1,328
F3 Load Direction
Splice600 (Quantity of Screws for Rigid Connection)
2 screws
216
313
322
466
455
654
641
825
825
825
825
2,432
F3 Load Direction
Splice600 (Quantity of Screws for Rigid Connection)
4 screws
432
626
644
932
911
1,309
1,281
1,649
1,649
1,649
1,649
2,432
F3 Load Direction
Splice600 (Quantity of Screws for Rigid Connection)
6 screws
562
813
837
1,211
1,184
1,701
1,665
2,144
2,144
2,144
2,144
2,432
F3 Load Direction
Splice800(Quantity of Screws for Rigid Connection)
2 screws
171
248
255
369
359
518
507
652
652
652
652
2,272
F3 Load Direction
Splice800(Quantity of Screws for Rigid Connection)
4 screws
340
492
507
733
713
1,030
1,008
1,298
1,298
1,298
1,298
2,272
F3 Load Direction
Splice800(Quantity of Screws for Rigid Connection)
6 screws
427
617
636
919
894
1,292
1,264
1,628
1,628
1,628
1,628
2,272

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