flat steel lifting system liftin sstes concrete accessories · 2020-04-27 · liftin sstes 20...

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Flat Steel Lifting System

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

CAPACITIESSee table on next page for capacities in shear and tension.

FLAT STEEL

Anchor

Tension Vee

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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

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" 3-1/2" 3/8"

8 10 F EA 08 128 S 3" 1-5/8" 3-1/2" 3/8"

10 10 F EA 08128S-10T SC 3" 1-5/8" 3-1/2" 3/8"


BODY LENGTH (L)

BODY WIDTH (W)

BODY THICK. (T)

NOTCH LOCATION (J)

NECK WIDTH (K)

HOLE DIA. (H)

HOLE CENTERS (G)

HOLE LOCATION (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" 3-1/8" 2-7/16" 1" 1-3/4" 4" 5"

8 10 F EA 08 128 12-13/16"

3-3/4" 3/4" 3-1/8" 2-7/16" 1" 1-3/4" 4" 5"

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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 lbs2 2.5T FEA02080 5-1/2" 2115 lbs 4000 lbs 4000 lbs2 2.5T FEA02080 6" 2535 lbs 4000 lbs 4000 lbs2 2.5T FEA02080 7" 2885 lbs 4000 lbs 4000 lbs2 2.5T FEA02080 8" 3145 lbs 4000 lbs 4000 lbs2 2.5T FEA02080 9" 3445 lbs 4000 lbs 4000 lbs2 2.5T FEA02080 10" 3625 lbs 4000 lbs 4000 lbs2 2.5T FEA02080 11" 3885 lbs 4000 lbs 4000 lbs2 2.5T FEA02080 12" 4000 lbs 4000 lbs 4000 lbs


4 5T FEA04105 6" 3000 lbs 5185 lbs 8000 lbs4 5T FEA04105 7" 3155 lbs 6015 lbs 8000 lbs4 5T FEA04105 8" 3445 lbs 6900 lbs 8000 lbs4 5T FEA04105 9" 3635 lbs 7785 lbs 8000 lbs4 5T FEA04105 10" 3845 lbs 8000 lbs 8000 lbs4 5T FEA04105 11" 3945 lbs 8000 lbs 8000 lbs4 5T FEA04105 12" 4000 lbs 8000 lbs 8000 lbs


6 10T FEA06128 8" 4000 lbs 7695 lbs 12000 lbs6 10T FEA06128 9" 4165 lbs 8625 lbs 12000 lbs6 10T FEA06128 10" 4265 lbs 9565 lbs 12000 lbs6 10T FEA06128 11" 4485 lbs 10680 lbs 12000 lbs6 10T FEA06128 12" 4535 lbs 11660 lbs 12000 lbs


8 10T FEA08128 8" 4000 lbs 7695 lbs 16000 lbs8 10T FEA08128 9" 4165 lbs 8625 lbs 16000 lbs8 10T FEA08128 10" 4265 lbs 9565 lbs 16000 lbs8 10T FEA08128 11" 4485 lbs 10680 lbs 16000 lbs8 10T FEA08128 12" 4535 lbs 11660 lbs 16000 lbs

FLAT STEEL

Safe working loads based on 4:1 Safety Factor in 3,500 psi normal weight concrete.

ERECTION ANCHOR LOAD CHART

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FLAT STEELFORGED ERECTION ANCHORDesigned to edge lift to vertical position.

UML=Ultimate Mechanical Load* Note: Using this anchor to its 11 ton capacity requires use of CONAC FRC11 ring clutch.

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Rebar V’s are required to

develop SWL.

TON PART NUMBER

BODY LENGTH (L)

BODY WIDTH (W)

BODY THICK. (T)

HOLE DIA. (H)

SPREAD (S)

SWLTENSION (LBS)

UML (LBS)

3 CFEA3T 8" 2" 3/8" 1/2" 3-1/4" 6,000 24,000

6 CFEA6T 10-1/2" 2-3/4" 5/8" 3/4" 4-3/16" 12,000 48,000

11 CFEA11T* 12-13/16" 4" 3/4" 1-1/8" 6" 22,000 96,000


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FORGED ERECTION ANCHOR WITH SHEAR PLATE Available w/shear plate upon request.

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Anchor

Tension Vee

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 FEA-T02080 8” 2” 3/8” 1-13/16” 1-3/8” 2-1/4” 1-1/8” 9/16” 4,000 16,0004 5 FEA-T04105 10-1/2” 2-1/2” 5/8” 2-1/2” 1-13/16” 3-3/16” 1-1/4” 3/4” 8,000 32,0008 10 FEA-T08128 13-3/8” 3-3/4” 3/4” 3-3/16” 2-9/16” 4” 1-3/4” 1” 16,000 64,000

UML= Ultimate Mechanical Load in tension




Rebar Size 2,000 3,000 4,000 5,000 6,000


2 Ton #3 31 25 22 19 18

4 Ton #4 41 33 29 26 24

8 Ton #6 61 50 43 39 35

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TECH ERECTION ANCHORDesigned to edge lift panel to vertical position. Indentations in the sides of the anchor increase bond to develop additional tensile capacity without the tension "V"s.(Tension "V"s are still necessary to develop the full mechanical capacity of the anchor).Available w/shear plate upon request.

FLAT STEEL

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Anchor

Tension Vee

UML= Ultimate Mechanical Load

SPREAD ANCHORUsed for both stripping and erecting. With proper edge distances can be pulled in any direction.



Anchor

Tension Vee


BODY LENGTH (L)

BODY WIDTH (W)

BODY THICK. (T)

BASE SPREAD (S)

HOLE LOCA. (F)

HOLE DIA. (H)

SWL TENSION (LBS)

UML (LBS)

1 2.5 F SP 02 048 4-3/4" 1-1/4" 3/16" 2-3/4" None None 2000 80002 2.5 F SP 02 040 4" 1-1/4" 3/8" 2-3/4" None None 2530 160002 2.5 F SP 02 055 5-1/2" 1-1/4" 3/8" 2-3/4" None None 4000 160004 5 F SP 04 040 4" 1-1/2" 1/2" 3-3/8" None None 2670 240004 5 F SP 04048 4-3/4" 1-1/2" 1/2" 3-3/8" 3-3/4" 7/8" 3590 240004 5 F SP 04 068 6-3/4" 1-1/2" 1/2" 3-3/8" 3-3/4" 7/8" 4960 320004 5 F SP 04 063 6-1/4" 1-1/2" 5/8" 3-3/8" 3-3/4" 11/16" 5850 320004 5 F SP 04 095 9-1/2" 1-1/2" 5/8" 3-3/8" 3-3/4" 11/16" 8000 320006 10 F SP 06 110 11" 2-1/2" 5/8" 5-1/4" 5" 1" 12000 480008 10 F SP 08 110 11" 2-1/2" 3/4" 5-1/4" 5" 1" 16000 6400016 16 F SP 22 150 15" 3-3/4" 3/4" 6-1/4" 7-1/2" 1-3/8" 32800 13600022 22 F SP 22 189 18-7/8" 3-3/4" 1" 6-1/4" 13" 1-3/8" 44000 176000




Rebar Size 2,000 3,000 4,000 5,000 6,000


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

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FLAT STEEL


ANCHOR LENGTH (L)

HOLE TO HOLE (G)

REBAR HOLE (H)

BODY THICK. (T)

BODY WIDTH (W)

SWL TENSION (LBS)

UML (LBS)

2 2.5 F TH 02 040 4" 2" 5/8" 3/8" 1-1/4" 4,000 16,0002 2.5 F TH 02 028 2-3/4" 1-1/16" 9/16" 3/8" 1-1/4" 4,000 16,0004 5 F TH 04 040 4" 1-7/8" 5/8" 5/8" 1-1/2" 8,000 32,0004 5 F TH 04 055 5-1/2" 3" 11/16" 5/8" 1-1/2" 8,000 32,0008 10 F TH 08 070 7" 3-1/2" 1" 3/4" 2-1/2" 16,000 64,00022 22 F TH 22 118 11-3/4" 6-1/8" 1-1/2" 1" 3-1/8" 44,000 176,000

TWO HOLE ANCHORLower hole accommodates rebar V's which are required to develop the SWL. Use only in tension.


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FLAT STEELERECTION HEAD ANCHORIdeal 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.

Safe working loads based on 4:1 Safety Factor in 3,500 psi normal weight concrete.Anchor

Tension Vee

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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 (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 160002 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 160002 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 160004 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 320004 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 320004 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 320006 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 480008 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






Rebar Size 2,000 3,000 4,000 5,000 6,000


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

Safe working loads based on 4:1 safety factor in 3,500 psi normal weight concrete.

TON SYS CODE PART NUMBER LENGTH

(L)WIDTH (W)

THICK. (T)

BAR DIA. (D)

SWL TENS. (LBS)

UML (LBS)

2 2.5 FTA02x4" 4" 1-1/4" 3/8" 1/2" 4,000 16,0004 5 FTA04x4-1/4" 4 1/4" 1-1/2" 5/8" 3/4" 5,500 22,0004 5 FTA04x5-1/4" 5 1/4" 1-1/2" 5/8" 3/4" 8,000 32,0004 5 FTA04x6-1/4" 6 1/4" 1-1/2" 5/8" 3/4" 8,000 32,0004 5 FTA04x7-1/4" 7 1/4" 1-1/2" 5/8" 3/4" 8,000 32,0004 5 FTA04x7-3/4" 7 3/4" 1-1/2" 5/8" 3/4" 8,000 32,000

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WT-BAR ANCHORDesigned to be used specifically for lifting in tension.

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FLAT STEEL



Flat Foot AnchorIdeal for back stripping or lifting thin precast panels.

L-AnchorUsed for back stripping precast panels.

Plate AnchorBottom plate allows high strength for stripping and erecting. Reinforcement required to develop SWL.



ANCHOR DEPTH (L)

BODY WIDTH (W)

BODY THICK. (T)

BASE WIDTH (A)

BASE LENGTH (C)

SWL TENSION (LBS)

UML (LBS)

2 2.5 FPA02023 2-1/4" 1-1/4" 3/8" 1-1/4" 3-3/4" 4,000 16,000

4 5 FPA04030 3" 1-1/2" 5/8" 1-1/2" 3" 8,000 32,000

4 5 FPA04035 3-1/2" 1-1/2" 5/8" 1-1/2" 3" 8,000 32,000

4 5 FPA04044 4-3/8" 1-1/2" 5/8" 1-1/2" 3-7/8" 8,000 32,000

8 10 FPA08061 6-1/4" 2-1/2" 3/4" 2-1/2" 5" 12,000 64,000

8 10 FPA08071-1 7-1/8" 2-1/2" 3/4" 2-1/2" 4" 16,000 64,000

8 10 FPA08073 7" 3" 3/4" 3" 4" 16,000 64,000

8 10 FPA08093 9" 3" 3/4" 3" 4" 16,000 64,000

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.

Reinforced Allowable Tension Capacities are with crossed #4 rebars x 18" long and 10" minimum edge distance.

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ANCHOR LENGTH (L)

BODY WIDTH (W)

BODY THICK. (T)

BASE SPREAD (S)

SWL TENSION (LBS)

UML (LBS)

1 2.5 FFA02028A 2-3/4" 1-1/4" 3/16" 4" 2,000 8,000

1 2.5 FFA02034A 3-3/8" 1-1/4" 3/16" 4" 2,000 8,000

2 2.5 FFA02028B 2-3/4" 1-1/4" 3/8" 4" 4,000 16,000

2 2.5 FFA02034B 3-3/8" 1-1/4" 3/8" 4" 4,000 16,000

4 5 FFA04038 3-3/4" 1-1/2" 1/2" 4" 6,000 24,000

8 10 FFA08063 6-1/4" 2-1/2" 5/8" 6" 12,000 48,000




PART NUMBERANCHOR LENGTH (L)

BODY WIDTH (W)

BODY THICK. (T)

FOOT LENGTH(S)

SWL TENSION (LBS)

UML (LBS)

FL 1-1/4"X4" 4" 1-1/4" 3/16" 1-1/2" 2000 8000

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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.

Safe working loads based on 4:1 Safety Factor in 3,500 psi (4,500 psi for 10T anchors) normal weight concrete.UML= Ultimate Mechanical Load

FLAT STEEL

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Anchor

Tension Vee




Rebar Size

2,000 3,000 4,000 5,000 6,000


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 #5 61 50 43 39 35

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)

UML TENS. (LBS)

SWL TENS. (LBS)

V1 SHEAR (LBS)

V2 SHEAR (LBS)

FOR 6" THICK PANEL 2+2+24 FIN043X4 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 FIN043X4S 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+34 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 FIN043X6S 6" 3-1/4" 5/8" 1-7/8" 4-3/8" 3" 5/8" 2" 1/4" 32000 8000 4875 8000

8 FIN084X6 6" 4-3/4" 3/4" 3-3/8" 4-3/8" n/a n/a n/a n/a 64000 16000 4310 9500

8 FIN084X6S 6" 4-3/4" 3/4" 3-3/8" 4-3/8" 3" 3/4" 3-1/2" 3/8" 64000 16000 4409 9500


4 FIN043X6S 6" 3-1/4" 5/8" 1-7/8" 4-3/8" 3" 5/8" 2" 1/4" 32000 8000 5350 8000

8 FIN084X6 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 FIN084X6S 6" 4-3/4" 3/4" 3-3/8" 4-3/8" 3" 3/4" 3-1/2" 3/8" 64000 16000 5427 10500

FOR 9" THICK PANEL 3+3+310 FIN084X7 7" 4-3/4" 3/4" 3-3/8" 5" n/a n/a n/a n/a 80000 20000 5210 10900

10 FIN084X7S 7" 4-3/4" 3/4" 3-3/8" 5" 8" 1" 3" 3/8" 80000 20000 5520 10900


10 FIN084X8S 8" 4-3/4" 3/4" 3-3/8" 5-1/2" 8" 1" 3" 3/8" 80000 20000 5210 9700

V1= Parallel ShearV2= Perpendicular Shear

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TT ANCHOR SYSTEMDesigned for lifting precast double tees, available in 7.5T and 10T. Rubber and plastic recess formers available.

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Standard Special

TON PART NUMBER LENGTH (L)

OUTSIDE WIDTH (W)

OUTSIDE WIDTH (W)

INSIDE WIDTH (H)

DIAMETER (D)

SWL TENSION (LBS)

UML TENSION (LBS)

7.5 TT 7.5T 18” 4-3/8" 7-3/4” 3-1/8” 5/8” 15,000 60,00010* TT 9T* 22-7/8” 4-7/8" 7-7/8” 3” 3/4” 20,000 80,000

Safe working loads based on 4:1 Safety Factor in 3,500 psi normal weight concrete.*CONAC FRC11B (11 Ton Ring Clutch) must be used for 20,000 SWL.

UML= Ultimate Mechanical Load in tension

Special

Standard

Note: Safe working Load provides a factor of safety of approximately 4:1 based on a minimum concrete strength of 4,000 psi.

PRODUCT CODE ANCHOR DEPTH (A)

ANCHOR WIDTH (W)

BODY DIAMETER (D)

PANEL DEPTH

SWL TENSION (LBS)

SWL SHEAR (LBS)

SF-ANCHOR 6T 7-3/4” 6” .70” 8” 10,000 13,000

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ASAFE LIFT ANCHORDesigned for face-lifting solid panels or insulated panels with sufficient thickness of back wythe.

DOUBLE TEE

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MAGNETIC RUBBER RECESS FORMERTo attach flat steel anchors to steel forms.

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RUBBER RECESS FORMERReusable recess member. When attached to holding plate, allows positioning and handling of anchor.

STEEL RECESS FORMERMade from cast steel.

PLASTIC RECESS FORMER

Other sizes by request.

FLAT STEEL

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

TON ITEM NO. A B C D SYSTEM CODE

4T FPRF04-EA 1-7/8" 2-1/4" 4-15/16" 5/8" 5.0T

8T FPRF08-EA 3-1/8" 3-1/4 7-7/8" 3/4" 10.0T



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" 4-1/2" 5/8" 5.0T

8T F RR 08 2-3/4" 3-1/2" 6-1/2" 3/4" 10.0T

22T F RR 22 4-9/16" 4-5/8" 9-3/16" 1" 22.0T


2T FRR02M 1-11/16" 1-3/4" 4-1/16" 3/8" 2.5T

4T FRR04M 2-1/8" 2-5/16" 4-1/2" 5/8" 5.0T

8T FRR08M 2-3/4" 3-1/2" 6-3/4" 3/4" 10.0T

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HOLDING PLATEMay be attached to form by nail holes, screw holes, or welding. Used to hold recess former.

TON ITEM NO. A B C SYSEM CODE

2T F HP 02 5/8" 2-3/4" 10mm 2.5T

4T F HP 04 1-1/4" 3-3/8" 10mm 5.0T

8T F HP 08 1-3/4" 4-7/8" 12mm 10.0T

22T F HP 22 2-1/2" 7" 16mm 22.0T

FLAT STEEL

TON ITEM NO. STANDARD ROD LENGTH

THREAD DIAMETER & TYPE

SYSTEM 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 WNC 1/2" 5-1/2" 1/2" COIL 22.0T

F WNC 1/2" 5-1/2" 1/2" COIL 5.0T

F WNC 3/8" 6" 3/8" COIL 5.0T

6" Standard

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SHEAR BARUsed with flat steel erection anchor to increase shear capacity.

WING NUT & BOLT ASSEMBLYUsed to attach recess former to form.

TON ITEM NO. SHEAR BAR DIAMETER

MIN. PANEL THICKNESS

HIGH (H)

LENGTH (L)

SYSTEM 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

Metric thread

Coil thread

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FLAT STEELRING CLUTCH W/ BAILDesigned to be used specifically for flat steel lifting. Handle allows for safe locking of clutch into lifting position.

Safe working loads based on 5:1 Safety Factor.

TON ITEM NO. A B C D E F G SYS. CODE

2T FRC02 B 3-5/8" 2-1/8" 10-1/2" 3" 7" 2-3/4" 1-1/4" 2.5T

4T FRC04 B 4-1/2" 2-5/8" 12-7/8" 4" 8-1/2" 3-1/2" 1-1/2" 5.0T

8T FRC08 B 5-1/2" 3" 17" 5-7/8" 10-3/8" 4-1/2" 1-3/4" 10.0T

11T FRC11 B 5-1/2" 3" 17" 5-7/8" 10-3/8" 4-1/2" 1-3/4" 11.0T

INCORRECTBail should never contact edge of concrete to avoid bending the bail.

CORRECTLoad line should be in line with the center of the bail, lifting from the top of the bail only.

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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 bending.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.7. Check the engagment slot, if the gap is larger than dimension H, 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.

TON ITEM NO. H

2T FRC02 B 0.590"

4T FRC04 B 0.728"

8T FRC08 B 0.885"

H

LIFT

ING

SY

ST

EM

S

27 1-800-336-2598

RING CLUTCH W/CABLEDesigned 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.

Safe working loads based on 5:1 Safety Factor.

FLAT STEELTON ITEM NO. A B D E SYSTEM CODE

2T F RC 02 23-1/2" 14 mm 3" 12" 2.5T

4T F RC 04 25-1/2" 18 mm 4" 12" 5.0T

8T F RC 08 31" 22 mm 5-7/8" 12" 10.0T

A

D

E

B

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 bending.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.7. Check the engagment slot, if the gap is larger than dimension H, the clutch must be destroyed.

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

TON ITEM NO. H

2T FRC02 0.590"

4T FRC04 0.728"

8T FRC08 0.885"

H

flat steel lifting system liftin sstes concrete accessories · 2020-04-27 · liftin sstes 20...

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