Anchor Capacity in Concrete, 4:1 SWL Part # Ton Length Weight (lbs) 1500 PSI (lbs) 2500 PSI (lbs) 3500 PSI (lbs) 5000 PSI (lbs) Min. Edge Distances Tension Shear LPA1T238G 1T 2-3/8" 0.14 1,045 1,350 1,600 1,910 8" 12" LPA1T258G 1T 2-5/8" 0.14 1,160 1,500 1,770 2,000 8" 12" LPA1T338G 1T 3-3/8" 0.17 1,900 2,000 8" 12" LPA1T434G 1T 4-3/4" 0.22 2,000 10" 12" LPA2T234G 2T 2-3/4" 0.31 1,375 1,775 2,100 2,510 8" 12" LPA2T338G 2T 3-3/8" 0.35 2,000 2,700 3,250 3,900 8" 12" LPA2T434G 2T 4-3/4" 0.44 3,250 4,000 10" 15" LPA2T512G 2T 5-1/2" 0.49 4,000 11" 17" LPA2T634G 2T 6-3/4" 0.57 4,000 11" 17" LPA2T11G 2T 11" 0.85 4,000 11" 17" LPA4T212G 4T 2-1/2" 0.67 1,400 1,810 2,150 2,560 8" 12" LPA4T3G 4T 3" 0.74 1,960 2,530 2,990 3,570 8" 12" LPA4T312G 4T 3-1/2" 0.82 2,275 2,935 3,475 4,150 8" 12" LPA4T334G 4T 3-3/4" 0.82 2,550 3,250 3,950 4,700 8" 12" LPA4T414G 4T 4-1/4" 0.89 3,000 3,850 4,550 5,450 9" 13" LPA4T434G 4T 4-3/4" 0.95 3,650 4,700 5,600 6,700 10" 15" LPA4T512G 4T 5-1/2" 1.05 4,550 5,850 6,950 8,000 11" 17" LPA4T718G 4T 7-1/8" 1.26 6,900 8,000 15" 22" LPA4T912G 4T 9-1/2" 1.57 8,000 17" 26" LPA8T434G 8T 4-3/4" 1.98 4,050 5,200 6,200 7,450 10" 15" LPA8T634G 8T 6-3/4" 2.50 7,000 9,000 10,750 12,850 14" 21" LPA8T834G 8T 8-3/4" 3.07 12,940 16,000 18" 27" LPA8T10G 8T 10" 3.45 14,790 16,000 20" 30" LPA8T1338G 8T 13-3/8" 4.33 16,000 27" 41" LPA8T2634G 8T 26-3/4" 7.87 16,000 27" 41" LPA16T778G 16T 7-7/8" 6.54 7,000 9,000 10,750 12,850 14" 21" LPA20T10G 20T 10" 7.73 11,750 15,150 17,950 21,500 20" 30" LPA20T1934G 20T 19-3/4" 13.18 26,000 33,800 40,000 40" 48" Shaded area indicates the capacity in concrete is limited by the mechanical capacity of the anchor

Table is based on normal weight concrete (145-150PCF) Minimum anchor spacing is 2x the published edge distance Minimal reinforcement required to achieve above load values Capacities in radius sections are reduced - consult ALP Supply Tech Support Above capacities are based upon mechanical testing, concrete testing and available industry data Loads are listed at varying concrete strengths (PSI) to accommodate varying conditions at time of loading Proper rigging and all lifting angle load magnifications are to be used to determine actual applied loads To achieve published values a minimum concrete cover of 1" below the foot of anchor is required For insulated wall panel and slab applications, the foot of the anchor can sit on or be recessed by the depth of the foot into the insulation, as long as full concrete bearing on the top of the foot is achieved For lifting and handling of thin slabs, design needs to ensure slab is properly reinforced to prevent flexural stresses from cracking slab

ALP Lifting Pin Anchors All ALP Lifting Pin Anchors are manufactured using high strength steel with forged ends. The head design provides uniform engagement with the Lifting Eye, and the large forged anchor foot is embedded in the concrete to create the lifting capacity. These Lifting Pin Anchors are designed to meet the OSHA requirements of a 4 to 1 Safety Factor. Standard finish is hot-dipped galvanized. Safe Working Loads (SWL) displayed in the below chart apply to loading in any direction.

02/2022 800.332.7090 sales@alpsupply.com alpsupply.com 16

LIFTING PIN SYSTEM