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FLAT STEEL LIFTING SYSTEM
DR | Threaded | Wire Rope | A-Anchor | Coils | Flat Steel | Manhole
Hebefix D8 | Transfix Anchor | Heba-T | Stone Strong | Recon & AW-Anchors
 
 

ERECTION ANCHOR
Designed to edge lift panel to vertical position. Welded shear plate eliminates need for shear bars.

CAPACITIES
See table on next page for capacities in shear and tension.

 
Ton sys code Part Number Body Length (L) Body Width (W) Body Thick. (T) Notch Locat. (J) Neck Width (K) Hole Dia. (H) Hole Centers (G) Hole Locat. (F) Spread (S)
2 2.5 F EA 02 080 8” 2” 3/8” 1-13/16” 1-3/8” 9/16” 1-1/8” 2-1/4” 2-3/4”
4 5 F EA 04 105 10-1/2” 2-1/2” 5/8” 2-1/2” 1-13/16” 3/4” 1-1/4” 3-3/16” 3-3/8”
6 10 F EA 06 128 12-13/16” 3-3/4” 5/8” 2-7/16” 2-7/16” 1” 1-3/4” 4” 5”
8 10 F EA 08 128 12-13/16” 3-3/4” 3/4” 3-3/16” 2-9/16” 1” 1-3/4” 4” 5”
Ton sys code Part Number Plate Width (A) Plate Position (B) Plate Length (C) Plate Thick. (D)
2 2.5 F EA 02 080 S 2-1/2” 3/4” 3” 1/4”
4 5 F EA 04 105 S 2-1/2” 1-1/4” 3” 3/8”
6 10 F EA 06 128 S 3” 1-5/8” 3” 3/8”
8 10 F EA 08 128 S 3” 1-5/8” 3” 3/8”
10 10 F EA 08128S-10T SC 3” 1-5/8” 3” 3/8”
TENSION VEES required to develope reinforced allowable tension capacity
Concrete Strength [psi]
Nominal System Capacity Rebar Size 2,000 3,000 4,000 5,000 6,000
Length of rebar before bending [in]
2 Ton #3 31 25 22 19 18
4 Ton #4 41 33 29 26 24
6 Ton #5 51 42 36 32 29
8 Ton #6 61 50 43 39 35
 
ERECTION ANCHOR LOAD CHART
Ton System Code Part Number Panel ThiCKness SWL
SHEAR
w/Shear Bar		 SWL
TENSION
w/o Tension Bar		 SWL
TENSION
w/Tension Bar
2-Ton Ring Clutch
(2 Ton Anchor)
2 2.5T FEA02080 5" 2105 lbs 3885 lbs 4000 lbs
2 2.5T FEA02080 5-1/2" 2115 lbs 4000 lbs 4000 lbs
2 2.5T FEA02080 6" 2535 lbs 4000 lbs 4000 lbs
2 2.5T FEA02080 7" 2885 lbs 4000 lbs 4000 lbs
2 2.5T FEA02080 8" 3145 lbs 4000 lbs 4000 lbs
2 2.5T FEA02080 9" 3445 lbs 4000 lbs 4000 lbs
2 2.5T FEA02080 10" 3625 lbs 4000 lbs 4000 lbs
2 2.5T FEA02080 11" 3885 lbs 4000 lbs 4000 lbs
2 2.5T FEA02080 12" 4000 lbs 4000 lbs 4000 lbs
4-Ton Ring Clutch
(4 Ton Anchor)
4 5T FEA04105 6" 3000 lbs 5185 lbs 8000 lbs
4 5T FEA04105 7" 3155 lbs 6015 lbs 8000 lbs
4 5T FEA04105 8" 3445 lbs 6900 lbs 8000 lbs
4 5T FEA04105 9" 3635 lbs 7785 lbs 8000 lbs
4 5T FEA04105 10" 3845 lbs 8000 lbs 8000 lbs
4 5T FEA04105 11" 3945 lbs 8000 lbs 8000 lbs
4 5T FEA04105 12" 4000 lbs 8000 lbs 8000 lbs
8-Ton Ring Clutch
(6 Ton Anchor)
6 10T FEA06128 8" 4000 lbs 7695 lbs 12000 lbs
6 10T FEA06128 9" 4165 lbs 8625 lbs 12000 lbs
6 10T FEA06128 10" 4265 lbs 9565 lbs 12000 lbs
6 10T FEA06128 11" 4485 lbs 10680 lbs 12000 lbs
6 10T FEA06128 12" 4535 lbs 11660 lbs 12000 lbs
8-Ton Ring Clutch
(8 Ton Anchor)
8 10T FEA08128 8" 4000 lbs 7695 lbs 16000 lbs
8 10T FEA08128 9" 4165 lbs 8625 lbs 16000 lbs
8 10T FEA08128 10" 4265 lbs 9565 lbs 16000 lbs
8 10T FEA08128 11" 4485 lbs 10680 lbs 16000 lbs
8 10T FEA08128 12" 4535 lbs 11660 lbs 16000 lbs

Safe working loads based on 4:1 Safety Factor in 3,500 psi normal weight concrete.
 
TWO HOLE ANCHOR
Lower hole accommodates rebar V's which are required to develop the SWL. Use only in tension.
Ton Sys Code Part Number Anchor Length (L) Hole to Hole (G) Rebar Hole (H) Body Thick. (T) Body Width (W) SWL tension (lbs) UML tension (lbs)
2 2.5 F TH 02 040 4” 2” 5/8” 3/8” 1-1/4” 4,000 16,000
2 2.5 F TH 02 028 2-3/4” 1-1/16” 9/16” 3/8” 1-1/4” 4,000 16,000
4 5 F TH 04 040 4” 1-7/8” 5/8” 5/8” 1-1/2” 8,000 32,000
4 5 F TH 04 055 5-1/2” 3” 11/16” 5/8” 1-1/2” 8,000 32,000
8 10 F TH 08 070 7” 3-1/2” 1” 3/4” 2-1/2” 16,000 64,000
22 22 F TH 22 118 11-3/4” 6-1/8” 1-1/2” 1” 3-1/8” 44,000 176,000

UML= Ultimate Mechanical Load in tension.
Safe working loads based on 4:1 Safety Factor in 3,500 psi normal weight concrete.

 
SPREAD ANCHOR
Used for both stripping and erecting.
With proper edge distances can be
pulled in any direction.
Ton SYS code Part Numner Body Length (L) Body Width (W) Body Thick. (T) Base Spread (S) Hole Loca. (F) Hole Dia. (H) SWL tension (lbs) UML tension (lbs)
2 2.5 F SP 02 048 4-3/4” 1-1/4” 3/16” 2-3/4” None None 2000 8000
2 2.5 F SP 02 040 4” 1-1/4” 3/8” 2-3/4” None None 2530 16000
2 2.5 F SP 02 055 5-1/2” 1-1/4” 3/8” 2-3/4” None None 4000 16000
4 5 F SP 04 040 4” 1-1/2” 1/2” 3-3/8” None None 2670 24000
4 5 F SP 04048 4-3/4” 1-1/2” 1/2” 3-3/8” 3-3/4” 7/8” 3590 24000
4 5 F SP 04 068 6-3/4” 1-1/2” 1/2” 3-3/8” 3-3/4” 7/8” 4960 32000
4 5 F SP 04 063 6-1/4” 1-1/2” 5/8” 3-3/8” 3-3/4” 11/16” 5850 32000
4 5 F SP 04 095 9-1/2” 1-1/2” 5/8” 3-3/8” 3-3/4” 11/16” 8000 32000
6 10 F SP 06 110 11” 2-1/2” 5/8” 5-1/4” 5” 1” 12000 48000
8 10 F SP 08 110 11-1/4” 2-1/2” 3/4” 5-1/4” 5” 1” 16000 64000
22 22 F SP 22 150 15-1/4” 3-1/8” 3/4” 6-1/4” 9” 1-3/8” 32800 136000
22 22 F SP 22 189 18-7/8” 3-1/2” 1” 6-1/4” 13” 1-3/8” 44000 176000

UML= Ultimate Mechanical Load in tension.
Safe working loads based on 4:1 Safety Factor in 3,500 psi normal weight concrete.

 
TENSION VEES required to develope reinforced allowable tension capacity
Concrete Strength [psi]
Nominal System Capacity Rebar Size 2,000 3,000 4,000 5,000 6,000
Length of rebar before bending [in]
2 Ton #3 31 25 22 19 18
4 Ton #4 41 33 29 26 24
6 Ton #5 51 42 36 32 29
8 Ton #6 61 50 43 39 35
22 Ton #9 114 93 81 72 66
 
ERECTION HEAD ANCHOR
Ideal for lifting in shear position, such as
a tilt table or A-frame. Rebar V’s are
required to develop SWL.
Available w/shear plate on request.
Ton sys code Part Number Body Length (L) Body Width (W) Body Thick. (T) Notch Location (J) Neck Width (K) Hole Loca. (F) Hole Center (G) Hole Dia. (H) SWL tension (lbs) UML tension (lbs)
2 2.5 F EH 02 043 4-1/4” 2” 3/8” 1-13/16” 1-3/8” 2-1/4” 1-1/8” 9/16” 4,000 16000
2 2.5 F EH 02 043 S 4-1/4” 2” 3/8” 1-13/16” 1-3/8” 2-1/4” 1-1/8” 9/16” 4,000 16000
2 2.5 FEH 02 080 7-7/8” 2” 3/8” 1-13/16” 1-3/8” 2-1/4” 1-1/8” 9/16” 4,000 16000
4 5 F EH 04 075 7-7/16” 2-1/2” 5/8” 2-1/2” 1-13/16” 3-3/16” 1-1/4” 3/4” 8,000 32000
4 5 F EH 04 075 S 7-7/16” 2-1/2” 5/8” 2-1/2” 1-13/16” 3-3/16” 1-1/4” 3/4” 8,000 32000
4 5 F EH 04 105 10-1/2” 2-1/2” 5/8” 2-1/2” 1-13/16” 3-3/16” 1-1/4” 3/4” 8,000 32000
6 10 F EH 06 133 13-1/4” 3-3/4” 5/8” 3-1/8” 2-7/16” 4” 1-3/4” 1” 12,000 48000
8 10 F EH 08 133 13-1/4 3-3/4” 3/4” 3-1/8” 2-7/16” 4” 1-3/4” 1” 16,000 64000

Safe working loads based on 4:1 Safety Factor in 3,500 psi normal weight concrete.
UML= Ultimate Mechanical Load in tension

   
TENSION VEES required to develope reinforced allowable tension capacity
Concrete Strength [psi]
Nominal System Capacity Rebar Size 2,000 3,000 4,000 5,000 6,000
Length of rebar before bending [in]
2 Ton #3 31 25 22 19 18
4 Ton #4 41 33 29 26 24
6 Ton #5 51 42 36 32 29
8 Ton #6 61 50 43 39 35
 
T-BAR ANCHOR
Designed to be used specifically
for lifting in tension.
Ton sys code Part Number Anchor Length
(L)		 Anchor Width
(W)		 Body Thick.
(T)		 T-Bar Dia. (D) SWL tension (lbs) Uml Tension (lbs)
4 5 FTA 04 x 4 1/4” 4 1/4” 1-1/2” 5/8” 1/2” 8,000 32000
4 5 FTA 04 x 5 1/4” 5 1/4” 1-1/2” 5/8” 1/2” 8,000 32000
4 5 FTA 04 x 6 1/4” 6 1/4” 1-1/2” 5/8” 1/2” 8,000 32000
4 5 FTA 04 x 7 1/4” 7 1/4” 1-1/2” 5/8” 1/2” 8,000 32000
4 5 FTA 04X 7 3/4” 7 3/4” 1-1/2” 5/8” 1/2” 8,000 32000

Safe working loads based on 4:1 Safety Factor in 3,500 psi normal weight concrete.
UML= Ultimate Mechanical Load in tension

 
FLAT FOOT ANCHOR
Ideal for back stripping or lifting thin precast panels.
Ton sys code Part Number Anchor Length (L) Body Width (W) Body
Thick. (T)		 Base Spread (S) SWL tension (lbs) UML
Tension
(lbs)
2 2.5 F FA 02 028A 2-3/4” 1-1/4” 3/16” 4” 2,000 8,000
2 2.5 F FA 02 034A 3-3/8” 1-1/4” 3/16” 4” 2,000 8,000
2 2.5 F FA 02 028B 2-3/4” 1-1/4” 3/8” 4” 4,000 16,000
2 2.5 F FA 02 034B 3-3/8” 1-1/4” 3/8” 4” 4,000 16,000
4 5 F FA 04 038 3-3/4” 1-1/2” 1/2” 4” 6,000 24,000
8 10 F FA 08 063 6-1/4” 2-1/2” 5/8” 6” 12,000 48,000

Safe working loads based on 4:1 Safety Factor in 3,500 psi normal weight concrete.
UML= Ultimate Mechanical Load in tension

 
Reinforced Tension Loads require the use of additional rebars positioned as shown over the feet of the anchor.
For 2 ton anchors, use 2 x #4 rebars x 12" long each direction.
For 4 and 8 Ton anchors, use 2 x #4 rebars x 18" long each direction.
Maintain at least 3/4" cover underneath the feet of the anchor.
 
PLATE ANCHOR
Bottom plate allows high strength for stripping and erecting.
Reinforcement required to develop SWL.
Ton sys code Part Number Anchor Depth (l) Body Width (w) Body Thick. (T) Base Width (a) Base Length (c) SWL tension (lbs) UML
Tension (lbs)
2 2.5 F PA 02 023 2-1/4” 1-1/4” 3/8” 3-3/4” 1-1/4” 4,000 16000
4 5 F PA 04 030 3” 1-1/2” 1/2” 3” 1-1/2” 8,000 32000
4 5 F PA 04 035 3-1/2” 1-1/2” 1/2” 3” 1-1/2” 8,000 32000
4 5 F PA 04 044 4-3/8” 1-1/2” 5/8” 3-7/8” 1-1/2” 8,000 32000
8 10 F PA 08 071 7-1/8” 2-3/8” 3/4” 1-1/4” 2-1/2” 10,000 40000

Safe working loads based on 4:1 Safety Factor in 3,500 psi normal weight concrete.
UML= Ultimate Mechanical Load in tension
Reinforced Allowable Tension Capacities
are with crossed #4 rebars x 18" long and
10" minimum edge distance.
 

INSULATED PANEL
ERECTION ANCHOR
Used for insulated/sandwich wall panels. Delivers load distribution to both wythes. Designed for 2" insulation. Shear plate maximizes shear loads. Rebar V's required to develop SWL.

V1= Parallel Shear
V2= Perpendicular Shear

TON PART NO. ANCH. LENG. (L) ANCh. WIDTH (W) THICK. (T) HOLE LOCAT. (F) HOLE CENT. (G) PLATE WIDTH (A) PLATE POS. (B) PLATE LENG. (C) PLATE THICK. (D) UMC TENS. (LBS) SWL TENS. (LBS) V1 SHEAR (LBS) V2 SHEAR (LBS)
FOR 6" THICK PANEL 2+2+2
4 FIN 04 3X4 4" 3-3/8" 5/8" 2-1/4" 2-3/8" n/a n/a n/a n/a 32000 6400 3640 3700
4 FIN 04 3X4S 4" 3-3/8" 5/8" 2-1/4" 2-3/8" 3" 1/2" 2" 1/4" 32000 6400 3605 3700
FOR 8" THICK PANEL 3+2+3
4 FIN 04 3X6 6" 3-1/4" 5/8" 1-7/8" 4-3/8" n/a n/a n/a n/a 32000 8000 4600 8000
4 FIN 04 3X6S 6" 3-1/4" 5/8" 1-7/8" 4-3/8" 3" 5/8" 1/2" 1/4" 32000 8000 4875 8000
8 FIN 08 4X6 6" 4-3/4" 3/4" 3-3/8" 4-3/8" n/a n/a n/a n/a 64000 8000 4310 9500
8 FIN 08 4X6S 6" 4-3/4" 3/4" 3-3/8" 4-3/8" 3" 3/4" 3-1/2" 3/8" 64000 8000 4409 9500
FOR 8" THICK PANEL 4+2+2
4 FIN 04 3X6 6" 3-1/4" 5/8" 1-7/8" 4-3/8" n/a n/a n/a n/a 32000 16000 5050 8000
4 FIN 04 3X6S 6" 3-1/4" 5/8" 1-7/8" 4-3/8" 3" 5/8" 1/2" 1/4" 32000 16000 5350 8000
8 FIN 08 4X6 6" 4-3/4" 3/4" 3-3/8" 4-3/8" n/a n/a n/a n/a 64000 16000 5110 10500
8 FIN 08 4X6S 6" 4-3/4" 3/4" 3-3/8" 4-3/8" 3" 3/4" 3-1/2" 3/8" 64000 16000 5427 10500

Safe working loads based on 4:1 Safety Factor in 3,500 psi normal weight concrete.
10T Anchors available on request.

 
TENSION VEES required to develope reinforced allowable tension capacity
Concrete Strength [psi]
Nominal System Capacity Rebar Size 2,000 3,000 4,000 5,000 6,000
Length of rebar before bending [in]
2 Ton #3 31 25 22 19 18
4 Ton #4 41 33 29 26 24
6 Ton #5 51 42 36 32 29
8 Ton #6 61 50 43 39 35
 
RUBBER RECESS FORMER
Reusable recess member. When attached to holding plate, allows positioning and handling of anchor.
Ton Item No. A B C D System Code
2T F PRF 02 1-11/16” 1-3/4” 4-1/16” 3/8” 2.5T
4T F PRF 04 2-1/8” 2-5/16” 5-3/16” 5/8” 5.0T
8T F RR 08 3-1/8” 3-5/16” 7-13/16” 3/4” 10.0T
22T F RR 22 4-9/16” 4-5/8” 9-3/16” 3/4” 22.0T
 
STEEL RECESS FORMER
Made from cast steel.
ton item no. a b c d e
4T FSRF04-C 1-7/8” 2-1/4” 4-15/16” 5/8” 5.0T
4T FSRF04-NC 1-7/8” 2-1/4” 4-15/16” 5/8” 5.0T
 

MAGNETIC RUBBER RECESS FORMER
To attach flat steel anchors to steel forms.
Ton Part No. System Code
2T FRR02M 2.5T
4T FRR04M 5.0T

Other sizes by request.
 
HOLDING PLATE
May be attached to form by nail holes, screw holes, or welding. Used to hold recess former.
Ton Item No. A B C Sys Code
2T F PRF 02 5/8" 2-3/4” 10mm 2.5T
4T F PRF 04 1-1/4” 3-3/8” 10mm 5.0T
8T F RR 08 1-3/4” 4-7/8” 12mm 10.0T
22T F RR 22 2-1/2” 7” 16mm 22.0T
 
WING NUT & BOLT ASSEMBLY
Used to attach recess former to form.
Ton Item No. Standard Rod Length Thread Diameter & Type Sys Code
2T F WN 02 6” M8 2.5T
4T F WN 04 6” M8 5.0T
8T F WN 08 6” M12 10.0T
22T F WN 22 6” M12 22.0T
F WNC 1/2” 6” 1/2” COIL 5.0T
F WNC 3/8” 6” 3/8” COIL 5.0T
 
SHEAR BAR
Used with flat steel erection anchor to increase shear capacity.
Ton Item No. Shear Bar Dia. Min. Panel Thick. High
(H)		 Length (L) Sys Code
2T F SB 02 1/2” 4” 2-1/2” 13-7/8” 2.5T
4T F SB 04 1/2” 5-1/2” 3-5/16” 13-7/8” 5.0T
8T F SB 08 1/2” 7-1/2” 4-15/16” 13-7/8” 10.0T
RING CLUTCH W/ BAIL
Designed to be used specifically for flat steel lifting.
Handle allows for safe locking of clutch into lifting position.
Ton Item No. A B C D E F G Sys. COde
2T F RC 02 B 3-5/8” 2-1/8” 10-1/2” 3” 7” 2-3/4” 1-1/4” 2.5T
4T F RC 04 B 4-1/2” 2-5/8” 12-7/8” 4” 8-1/2” 3-1/2” 1-1/2” 5.0T
8T F RC 08 B 5-1/2” 3” 17” 5-7/8” 10-3/8” 4-1/2” 1-3/4” 10.0T

Safe working loads based on 5:1 Safety Factor.
 

RING CLUTCH W/CABLE
Designed to be used specifically for flat steel lifting. Cable is more flexible than bail allowing some lattitude in the direction of lift.
Handle allows for a more safe locking of clutch into position.
Ton Item No. A B D E System COde
2T F RC 02 23-1/2” 14 mm 2-3/8” 12” 2.5T
4T F RC 04 25-1/2” 18 mm 3-3/8” 12” 5.0T
8T F RC 08 31” 22 mm 3-3/4” 12” 10.0T

Safe working loads based on 5:1 Safety Factor.

CARE, INSPECTION AND MAINTENANCE OF RING CLUTCHES
(FOR BOTH STEEL BAILE AND CABLE BAILE)

CONAC Flat Steel System Ring Clutches may become worn after extended use or may be damaged through misuse, overloading, or a number of other factors, any one of which may affect the Safe Working Load of the Ring Clutch.

Responsible users will establish a system of periodic inspections which should include the following:

1. Inspect for general condition and wear.
2. Assure that the bail is free to rotate in all directions.
3. If the bail is bent or twisted, the clutch must be destroyed.
4. Check the curved bolt for wear, cracking or binding.
5. Check the clutch body for wear, cracking or deformation.
6. If it appears that the Ring Clutch has been heated in any way, the clutch must be destroyed.

Destroy any unit that is worn, damaged, bent or twisted by cutting off the bail. No repair or welding is permitted.

ADDITIONAL INSPECTION OF CABLE BAILES

1. Inspect cable for general condition and wear.
2. Check cable for nicks, kinks, crushing or bends.
3. Check for frayed or loose outer strands.
4. Check for cable swelling.

If the cable is damaged, the Ring Clutch must be destroyed as above.
 
 
 
DR | Threaded | Wire Rope | A-Anchor | Coils | Flat Steel | Manhole
Hebefix D8 | Transfix Anchor | Heba-T | Stone Strong | Recon & AW-Anchors
 
800-336-2598
 
 
   
 

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Tel: 1-800-336-2598
 
     
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