StiffClip® TD

StiffClip® TD is engineered for optimal anchoring of wood or steel studs to the foundation. Available with or without a ¾” steel stiffening plate, StiffClip® TD is designed to resist vertical uplift loads, making it an ideal solution for wall stud tie-downs and anchorage in conventional strap/gusset-plate shear wall construction. Whether you’re working on a wood-framed residential project or a steel-framed commercial structure, StiffClip® TD offers the strength and adaptability needed to meet the demands of modern construction.

Features
  • Guide holes for connections to stud and deck
  • Stiffening plate for additional strength
  • Clip utilizes certified, 50ksi or 55ksi steel
  • Reduces material (replaces heavy steel angles)
  • Extensively tested
Order Information
Designation Qty/Box Lbs/Box Qty/Skid Lbs/Skid
TD w/ Plate 25 73 1,125 3,276
TD w/o Plate 40 50 1,800 2,254
TD-LT 50 44 2,250 2,011

 

Nomenclature

StiffClip TD-LT is available in one size without the use of the ‘TD Plate’.  Contact TSN about installation with alternate anchor sizes.

StiffClip TD is available in one size and can be used with or without a 3/4″ plate on top of the 2-3/8″ leg.  Anchor hole accommodates 7/8″ diameter anchor.

Example:  6″ stud, 5/8″ dia. anchor to concrete, holddown without plate
Designate:  StiffClip® TD-LT

Example:  8″ stud, 7/8″ dia. anchor to concrete, holddown with plate
Designate:  StiffClip® TD w/ Plate

Material Composition

TD-LT: ASTM A1003/A1003M Structural Grade 50 (340) Type H, ST50H (ST340H): 50ksi (340MPa) minimum yield strength, 65ksi (450MPa) minimum tensile strength, 118mil minimum thickness (10 gauge, 0.1242″ design thickness) with ASTM A653/A653M G90 (Z275) hot dipped galvanized coating.

TD: ASTM A1003/A1003M Structural Grade 55 (380) Type H, ST55H (ST380H): 55ksi (380MPa) minimum yield strength, 70ksi (480MPa) minimum tensile strength, 118mil minimum thickness (10 gauge, 0.1242″ design thickness) with ASTM A653/A653M G90 (Z275) hot dipped galvanized coating.

TD Plate: ASTM A36/A36M: 36ksi (250MPa) minimum yield strength, 58-80ksi (400-550MPa) minimum tensile strength, with ASTM B633 Type II Yellow Zinc Coating, Paint, Powder Coating, or E-Coating, or approved equivalent.

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. StiffClip® TD 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.

StiffClip TD w/ Plate

StiffClip TD w/ Plate - Front

StiffClip TD w/ Plate - Back

StiffClip TD w/ Plate - Front

StiffClip TD w/ Plate - Side

StiffClip TD w/o Plate

StiffClip TD-LT

Patent Pending

StiffClip® TD Applications

Installation Instructions

  1. Place StiffClip TD at bottom of stud and attach clip to deck with approved anchor.
  2. For StiffClip TD w/ Plate, insert the plate over anchor as specified.
  3. Attach StiffClip TD to the structure with specified anchors. Refer to Design Drawings for anchor size.
  4. Attach StiffClip TD to stud per design specifications. Refer to Design Drawings for fastener type, size, and quantity.

Allowable Loads

Load Table Notes

  • Design loads are for attachment of StiffClip TD to stud only. Load tables reflect vertical loads (F3).
  • Design loads consider loads on the clip and #12 screw fasteners to the stud web for steel framing.
  • Design loads consider loads on the clip and listed fasteners to the stud web for wood framing.
  • Attachment to structure engineered by others.
  • Allowable loads have not been increased for wind, seismic, or other factors.
  • Allowable shear for nails and screws is increased 60% for wind and seismic loads in wood framing.
  • Fasten within 1-1/4″ from the angle heel using the existing anchor hole.
  • Guide holes are in place for fastern installation efficiency. The number of fastener are determine by the designer.
  • Attachment to stud is made with up to 27 #12 screws, symmetrically place.
  • For wood, moisture content > 19%, consult The Steel Network, Inc. for reduction in values.
  • For LRFD strengths contact TSN technical services.
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), 50ksi Stud
97mil (12ga), 50ksi Stud
Maximum Allowable Clip Load
F3 Load Direction - Steel Framing
12 Screws
2,256
3,264
3,360
4,860
4,728
6,828
8,604
8,604
9,826
F3 Load Direction - Steel Framing
18 Screws
3,384
4,896
5,040
7,290
7,092
9,826
9,826
9,826
9,826
F3 Load Direction - Steel Framing
27 Screws
5,076
7,344
7,560
9,826
9,826
9,826
9,826
9,826
9,826
10d Nails
16d Nails
#12 Wood Screws
Maximum Allowable Clip Load
F3 Load Direction - Wood Framing
Douglas Fir / Southern Yellow Pine
12 Screws
2,746
3,187
3,341
9,826
F3 Load Direction - Wood Framing
Douglas Fir / Southern Yellow Pine
18 Screws
4,118
4,781
5,011
9,826
F3 Load Direction - Wood Framing
Douglas Fir / Southern Yellow Pine
27 Screws
6,178
7,171
7,517
9,826
F3 Load Direction - Wood Framing
Spruce Pine-Fir / Hem-Fir
12 Screws
2,208
2,573
2,688
9,826
F3 Load Direction - Wood Framing
Spruce Pine-Fir / Hem-Fir
18 Screws
3,312
3,859
4,032
9,826
F3 Load Direction - Wood Framing
Spruce Pine-Fir / Hem-Fir
27 Screws
4,968
5,789
6,048
9,826
StiffClip TD - Uplift Diagram

Uplift Diagram

Load Direction

Load Direction

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