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PHC – Panel Hoist Clip

The PHC panel hoist clip attaches to manufactured wall or floor panels to provided lifting points for installation on the jobsite. The hoist clip has a 1-1/2” diameter hole for attaching cables for lifting, along with prepunched holes for screw attachments to the panel.

PHC Clip

Features and Benefits

  • Provides lifting points for prefabricated panels
  • Available in 2 convenient lengths
  • Loads based on #10 screws
  • Pre-punched screw and lift holes
  • Rounded Corners for ease of hoisting
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PHC Submittal Download

Material Composition

  • Mill certified steel
  • ASTM A653/A653M
  • 97 mil
    – 57 ksi yield strength
    – 65 ksi tensile strength
    – G60 galvanized coating
PHC Clip

Part No. Panel Studs Panel Lifted from a Vertical Orientation (F3) Panel Lifted from a Horizontal Orientation (F2)
PHC8 PHC12 PHC8 PHC12
Mils Fy (ksi) 3 #10 Screws 5 #10 Screws 6 #10 Screws 5 #10 Screws 8 #10 Screws 12 #10 Screws 3 #10 Screws 5 #10 Screws 6 #10 Screws 5 #10 Screws 8 #10 Screws 12 #10 Screws
PHC 33EQS 57 603 1005 1206 1005 1608 2412 88 201 253 118 217 478
33 33 531 885 1062 885 1416 2124 88 201 253 118 217 478
43EQS 57 951 1585 1902 1585 2536 2542 131 307 394 176 350 710
43 33 789 1315 1578 1315 2104 2542 131 307 394 176 350 710
54 50 1602 2542 2542 2542 2542 2542 269 635 783 318 701 1095
68 50 1644 2542 2542 2542 2542 2542 269 635 817 318 701 1095
97 50 1644 2542 2542 2542 2542 2542 269 635 817 318 701 1095
118 50 1644 2542 2542 2542 2542 2542 269 635 817 318 701 1095

Table notes:

  1. Loads based on AISI-S100 and the Allowable Strength Design (ASD), assuming #10 Screws for attachment to stud/panel.
  2. Allowable Loads assume the use of a load distribution member (spreader bar) between hoist points.
  3. The spacing of hoist points is to be controlled by the weight of the panel and approved by the designer.
  4. Allowable loads indicated on the table(s) are for force in a single direction only. The designer shall use the combined forces check as required by AISI S100 if more than one force is applied to the connection.
  5. The nominal strength of the screw must be at least 3.75 times the allowable load.
  6. Screw shear capacities are based on allowable strength design (ASD) and include a safety factor of 3.0.

Quantity / Order Information

Part No. Left/Right
Handed		 Qty
/Bucket		 Lbs
/Bucket
PHC8-97 8″ 60 40
PHC12-97 12″ 40 40