QuikLift Forged Erection Anchors

W Ear L HD T N 30 L Tension Shear Shear Bar Anchor 3/4" Min. Bottom Clearance

FORGED ERECTION ANCHOR LOAD CHART

Anchor Capacity in Concrete

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

*

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

QLF527G 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

QLF548G 6T

4T-6T (QL002) 5-1/2" min. 4,270 2,840 4,720 12,000 16" 6" 4,556 3,030 5,150 7" 5,157 3,430 6,010 8" 5,774 3,840 6,870 9" 6,421 4,270 7,730 10" 7,082 4,710 8,590 11" 7,533 5,010 9,450 12" 8,330 5,540 10,310

QLF589G 12T

8T-12T (QL003) 7-1/2" min. 6,285 4,180 7,920 24,000 19" 8" 6,646 4,420 8,440 9" 7,398 4,920 9,500 10" 8,165 5,430 10,560 11" 8,947 5,950 11,610 12" 9,759 6,490 12,670

FORGED ERECTION ANCHOR DIMENSIONS

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

QLF527G 3T 2T-3T (QL001) 2-3/8" 8" 3/8" 5/8" 1-13/16" 24,000

1.27

QLF548G 6T 4T-6T (QL002) 3-3/16" 10-1/2" 5/8" 7/8" 2-1/2" 48,000

2.94

QLF589G 12T 8T-12T (QL003) 3-3/4" 12-1/2" 3/4" 1-3/16" 3-1/8" 96,000

5.10

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

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. Tension Bars provide a simple and economical method to increase tension capacity. (See Tension Bar Selection Chart) QuikLift Shear Bar is required to achieve shear strength shown in chart. 02/2022 800.332.7090 sales@alpsupply.com alpsupply.com 36

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