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Home > Products > Deflection Clips > STP – Bypass Slab Top Plate

STP – Bypass Slab Top Plate

The STP slide strut attaches the bypass curtain wall stud to the building structure, allowing for vertical deflection while maintaining lateral rigidity. This clip provides a non-frictional connection and prevents vertical load transfers into the curtain wall. The insert is pre-installed to the clip, making installation quick, easy, and efficient.

STP Clip

Features & Benefits

  • Unique insert allows for 2″ total vertical deflection
  • Maintains lateral rigidity
  • Pre-punched holes for #12 framing screws
thumbnail of STP

STP Submittal Download

Material Composition

  • Mill certified steel
  • ASTM A653/A653M
  • Clip
    – Material thickness: 118 mil
    – Yield strength: 57 ksi
    – Tensile strength: 65 ksi
    – G90 galvanized coating
  • Insert
    – Material thickness: 97 mil
    – Yield strength: 57 ksi
    – Tensile strength: 65 ksi
    – G90 galvanized coating

Allowable Loads

Model No. Stud Thickness F1 Allowable Loads (lbs)
Mils Gauge Fy (ksi) 2 #12 Screws *
STP
900
1200
1500
33EQS 20 57 710
43EQS 18 57 710
33 20 33 710
43 18 33 710
54 16 50 710
68 14 50 710
97 12 50 710
118 10 50 710
Maximum Allowable Clip Load 710

 

Model No. Stud Thickness F1 Allowable Loads (lbs)
Mils Gauge Fy (ksi) 2 #12 Screws*
STP
1800
2000
33EQS 20 57 670
43EQS 18 57 670
33 20 33 670
43 18 33 670
54 16 50 670
68 14 50 670
97 12 50 670
118 10 50 670
Maximum Allowable Clip Load 670

Table Notes

  1. Allowable loads have not been increased for wind, seismic, or other factors.
  2. The allowable loads are based on the steel properties of the members being connected, per AISI S100.
  3. The nominal strength of the screw must be at least 3.75 times the allowable loads.
  4. Penetration of screws through joined materials should not be less than 3 exposed threads. Install and tighten screws in accordance with the screw manufacturer’s recommendations.
  5. Screw shear capacities are based on allowable strength design (ASD) and include a safety factor of 3.0.
  6. Allowable loads indicated on the table(s) are for force in single direction only. If more than one force is applied to the connection, the designer shall provide the combined forces check as required by AISI S100.
  7. The designer shall check the bending in the short leg of clip.

Quantity / Order Information

Model No. Width Qty / Bucket lbs / Bucket
STP-900 9″ – –
STP-1200 12″ – –
STP-1500 15″ – –
STP-1800 18″ – –
STP-2000 20″ – –

All STP struts include inserts. Additional lengths available upon request.

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