FORGED ERECTION ANCHOR WITH SHEAR PLATE DIMENSIONS

Part # Ton Ring Clutch System W - Width L - Length T - Thickness HD - Hole Diameter SPW - Shear Plate Width SPL - Shear Plate Length SPT - Shear Plate Thickness Anchor Ultimate Mechanical Load in Tension (lbs) Weight (lbs)

QLF527SPG 3T 2T-3T (QL001) 2-5/16" 8" 3/8" 5/8" 2-1/2" 3-1/2" 7/16" 24,000 2.10 QLF548SPG 6T 4T-6T (QL002) 2-15/16" 10-1/2" 5/8" 7/8" 3-1/8" 4" 1/2" 48,000 4.58 QLF589SPG 12T 8T-12T (QL003) 4-1/4" 12-3/4" 3/4" 1-1/8" 3-1/4" 4" 1/2" 96,000 8.28

QuikLift Forged Erection Anchor with Shear Plate

W T Ear L SPL SPW HD SPW SPT

The Forged Erection Anchor with Shear Plate is designed for horizontal to vertical edge lifting and handling of thin-walled precast elements. The two "ears" on the anchor head prevent the clutch from coming in contact and spalling the concrete. The "ears" transfer the shear loads into the anchor and concrete. A tension bar is typically required to reach full tension capacities. Standard finish is hot-dipped galvanized. Impact resistant, even in freezing temperatures.

FORGED ERECTION WITH SHEAR PLATE ANCHOR LOAD CHART

Anchor Capacity in Concrete

Part # Ton Ring Clutch System Panel Thickness 2.66:1 SWL

*

Shear (lbs) 4:1 SWL Shear (lbs) 4:1 SWL Tension w/o Tension Bar (lbs) 4:1 SWL Tension w/ Tension Bar (lbs) Min. Corner Distance QLF527SPG 3T

2T-3T (QL001)

4" min. 2,090 1,390 2,500 6,000 12" 5" 2,526 1,680 3,130 6" 2,977 1,980 3,760 7" 3,458 2,300 4,380 8" 3,954 2,630 5,010 9" 4,481 2,980 5,640 10" 5,022 3,340 6,000 11" 5,593 3,720 6,000 12" 6,000 4,110 6,000

QLF548SPG 6T 4T-6T (QL002)

5-1/2" min. 4,015 2,670 4,720

12,000 16"

6" 4,496 2,990 5,150 7" 4,766 3,170 6,010 8" 5,157 3,430 6,870 9" 5,488 3,650 7,730 10" 5,804 3,860 8,590 11" 5,909 3,930 9,450 12" 6,030 4,010 10,310

QLF589SPG 12T 8T-12T (QL003)

7-1/2" min. 6,030 4,010 7,920

24,000 19"

8" 6,030 4,010 8,440 9" 6,195 4,120 9,500 10" 6,436 4,280 10,560 11" 6,646 4,420 11,610 12" 6,842 4,550 12,670

Shaded area indicates the capacity in concrete is limited by the mechanical capacity of the anchor *A shear safety factor of 2.66:1 can be used at the discretion of the engineer for one-time lifts.. Table is based on 3,500 psi and 145 PCF concrete. Above capacities are based upon mechanical testing, concrete testing, and available industry data. Erection Anchor is to be located at the centerline of panel thickness.

30 L Tension Shear Anchor

Tension Bars are required for Forged Erection Anchor to achieve tension values shown in chart. 800.332.7090 sales@alpsupply.com alpsupply.com 02/2022 37

QUIKLIFT SYSTEM