FEDPAR MANUFACTURING Company. Lifting, Spacers, Concrete Product Solutions.

Flat Steel Lifting

Threaded Lifting

Channel Anchors

Insulated Anchor

Plastic Spacers

FLAT STEEL LIFTING SYSTEM

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	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)
2.5	F EA 02.5 080	203	50	10	46	35	14	29	57	70
5	F EA 05 105	267	64	16	64	46	20	32	81	85
7.5	F EA 07.5 128	325	95	16	62	62	25	44	102	127
10	F EA 10 128	325	95	20	81	65	25	44	102	127

Ton	Part Number	Plate Width (A)	Plate Position (B)	Plate Length (C)	Plate Thick. (D)
2.5	F EA 02.5 080 S	64	20	76	6
5	F EA 05 105 S	64	32	76	10
7.5	F EA 07.5 128 S	76	41	76	10
10	F EA 10 128 S	76	41	76	10

TENSION VEES	required to develope reinforced allowable tension capacity
		Concrete Strength [N/mm²]
Nominal System Capacity	Rebar Size	15	20	27	35	41
		Length of rebar before bending [mm]
2.5 Ton	10	787	635	558	482	457
5 Ton	12	1041	838	736	660	609
7.5 Ton	16	1295	1066	914	812	736
10 Ton	19	1549	1270	1092	990	889

ERECTION ANCHOR LOAD CHART

Ton	Part Number	Panel ThiCKness	SWL SHEAR w/Shear Bar	SWL TENSION w/o Tension Bar	SWL TENSION w/Tension Bar
2.5-Ton Ring Clutch (2.5 Ton Anchor)
2.5T	FEA02.5080	127	958 kg	1762 kg	1814 kg
2.5T	FEA02.5080	140	959 kg	1814 kg	1814 kg
2.5T	FEA02.5080	152	1149 kg	1814 kg	1814 kg
2.5T	FEA02.5080	178	1308 kg	1814 kg	1814 kg
2.5T	FEA02.5080	203	1426 kg	1814 kg	1814 kg
2.5T	FEA02.5080	229	1562 kg	1814 kg	1814 kg
2.5T	FEA02.5080	254	1644 kg	1814 kg	1814 kg
2.5T	FEA02.5080	279	1762 kg	1814 kg	1814 kg
2.5T	FEA02.5080	305	1814 kg	1814 kg	1814 kg
5-Ton Ring Clutch (5 Ton Anchor)
5T	FEA05105	152	1360 kg	2351 kg	3628 kg
5T	FEA05105	178	1431 kg	2728 kg	3628 kg
5T	FEA05105	203	1562 kg	3129 kg	3628 kg
5T	FEA05105	229	1648 kg	3531 kg	3628 kg
5T	FEA05105	254	1744 kg	3628 kg	3628 kg
5T	FEA05105	279	1789 kg	3628 kg	3628 kg
5T	FEA05105	305	1814 kg	3628 kg	3628 kg
10-Ton Ring Clutch (7.5 Ton Anchor)
7.5T	FEA07.5128	203	1814 kg	3490 kg	5443 kg
7.5T	FEA07.5128	229	1889 kg	3912 kg	5443 kg
7.5T	FEA07.5128	254	1934 kg	4338 kg	5443 kg
7.5T	FEA07.5128	279	2034 kg	4844 kg	5443 kg
7.5T	FEA07.5128	305	2057 kg	5288 kg	5443 kg
10-Ton Ring Clutch (10 Ton Anchor)
10T	FEA10128	203	1814 kg	3490 kg	7257 kg
10T	FEA10128	229	1889 kg	3912 kg	7257 kg
10T	FEA10128	254	1934 kg	4338 kg	7257 kg
10T	FEA10128	279	2034 kg	4844 kg	7257 kg
10T	FEA10128	305	2057 kg	5288 kg	7257 kg

Safe working loads based on 2.5:1 safety factor in 20 N/mm² normal weight concrete.

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

Ton	Part Number	Anchor Length (L)	Hole to Hole (G)	Rebar Hole (H)	Body Thick. (T)	Body Width (W)	SWL tension (KG)	UML tension (KG)
2.5	FTH02.5040	102	50	16	10	32	1814	7257
2.5	FTH02.5028	70	27	14	10	32	1814	7257
5	FTH05040	102	48	16	16	38	3628	14514
5	FTH05055	140	76	17	16	38	3628	14514
10	FTH10070	178	89	25	20	64	7257	29029
22	FTH22118	298	156	38	25	79	19958	79832

UML= Ultimate Mechanical Load in tension.
Safe working loads based on 2.5:1 safety factor in 20 N/mm² normal weight concrete.

TENSION VEES	required to develope reinforced allowable tension capacity
		Concrete Strength [N/mm²]
Nominal System Capacity	Rebar Size	15	20	27	35	41
		Length of rebar before bending [mm]
2.5 Ton	10	787	635	558	482	457
5 Ton	12	1041	838	736	660	609
7.5 Ton	16	1295	1066	914	812	736
10 Ton	19	1549	1270	1092	990	889
22 Ton	29	2895	2362	2057	1828	1676

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

Ton	Part Numner	Body Length (L)	Body Width (W)	Body Thick. (T)	Base Spread (S)	Hole Loca. (F)	Hole Dia. (H)	SWL tension (KG)	UML tension (KG)
2.5	FSP02.5121	121	32	5	70	None	None	907	3628
2.5	FSP02.5102	102	32	10	70	None	None	1147	7257
2.5	FSP02.5140	140	32	10	70	None	None	1814	7257
5	FSP050102	102	38	13	85	None	None	1211	10886
5	FSP050121	121	38	13	85	95	22	1628	10886
5	FS 050171	171	38	13	85	95	22	2249	14514
5	FSP050159	159	38	16	85	95	17	2653	14514
5	FSP050241	241	38	16	85	95	17	3628	14514
7.5	FSP7.5279	279	64	16	133	127	25	5443	21772
10	FSP10286	286	64	20	133	127	25	7257	29029
22	FSP22387	387	95	25	159	229	35	14877	61688
22	FSP22479	479	95	25	159	330	35	19958	79832

UML= Ultimate Mechanical Load in tension.
Safe working loads based on 2.5:1 safety factor in 20 N/mm² normal weight concrete.

TENSION VEES	required to develope reinforced allowable tension capacity
		Concrete Strength [N/mm²]
Nominal System Capacity	Rebar Size	15	20	27	35	41
		Length of rebar before bending [mm]
2.5 Ton	10	787	635	558	482	457
5 Ton	12	1041	838	736	660	609
7.5 Ton	16	1295	1066	914	812	736
10 Ton	19	1549	1270	1092	990	889
22 Ton	29	2895	2362	2057	1828	1676

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	Part Number	Body Length (L) mm	Body Width (W) mm	Body Thick. (T) mm	Notch Location (J) mm	Neck Width (K) mm	Hole Loca. (F) mm	Hole Center (G) mm	Hole Dia. (H) mm	SWL tension (KG)	UML tension (kg)
2.5	F EH 02 043	108	50	10	46	35	57	29	14	1814	7257
2.5	F EH 02 043 S	108	50	10	46	35	57	29	14	1814	7257
2.5	FEH 02 080	200	50	10	46	35	57	29	14	1814	7257
5	F EH 04 075	189	64	16	64	46	81	32	20	3628	14514
5	F EH 04 075 S	189	64	16	64	46	81	32	20	3628	14514
5	F EH 04 105	267	64	16	64	46	81	32	20	3628	14514
10	F EH 06 133	337	95	16	79	62	102	44	25	5443	21771
10	F EH 08 133	337	95	20	79	62	102	44	25	7257	29029

UML= Ultimate Mechanical Load in tension.
Safe working loads based on 2.5:1 safety factor in 20 N/mm² normal weight concrete.

TENSION VEES	required to develope reinforced allowable tension capacity
		Concrete Strength [N/mm²]
Nominal System Capacity	Rebar Size	15	20	27	35	41
		Length of rebar before bending [mm]
2 Ton	10	9448	7620	6705	5791	5486
4 Ton	12	12496	10058	8839	7924	7315
6 Ton	16	15544	12192	10972	9753	8839
8 Ton	19	18592	15240	13106	11887	10668

FLAT FOOT ANCHOR
Ideal for back stripping or lifting thin precast panels.

Ton	Part Number	Anchor Length (L) mm	Body Width (W) mm	Body Thick. (T) mm	Base Spread (S) mm	SWL tension (kg)	UML Tension (kg)
2.5	F FA 02 028A	70	32	5	102	907	3628
2.5	F FA 02 034A	85	32	5	102	907	3628
2.5	F FA 02 028B	70	32	10	102	1814	7257
2.5	F FA 02 034B	85	32	10	102	1814	7257
5	F FA 04 038	95	38	13	102	2721	10886
10	F FA 08 063	159	64	16	152	5443	21772

UML= Ultimate Mechanical Load in tension.
Safe working loads based on 2.5:1 safety factor in 20 N/mm² normal weight concrete.

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 12 mm rebars x 304 mm long each direction.
For 4 and 8 Ton anchors, use 2 x 12 mm rebars x 457 mm long each direction.
Maintain at least 20 mm cover underneath the feet of the anchor.

PLATE ANCHOR
Bottom plate allows high strength for stripping and erecting.
Reinforcement required to develop SWL.

Ton	Part Number	Anchor Depth (l) mm	Body Width (w) mm	Body Thick. (T) mm	Base Width (a) mm	Base Length (c) mm	SWL tension (kg)	UML Tension (kg)
2.5	F PA 02 023	57	32	10	95	32	1814	7257
5	F PA 04 030	76	38	13	76	38	3628	14514
5	F PA 04 035	89	38	13	76	38	3628	14514
5	F PA 04 044	111	38	16	98	38	3628	14514
10	F PA 08 071	181	60	20	32	64	4535	18143

UML= Ultimate Mechanical Load in tension.
Safe working loads based on 2.5:1 safety factor in 20 N/mm² normal weight concrete.

Reinforced Allowable Tension Capacities
are with crossed 12 mm rebars x 457 mm long and
254 mm minimum edge distance.

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

Ton	Item No.	A	B	C	D
2.5	F PRF 02	43	44	103	10
5	F PRF 04	54	59	132	16
10	F RR 08	79	59	198	20
22	F RR 22	116	117	249	20

MAGNETIC RUBBER RECESS FORMER
To attach flat steel anchors to steel forms.

Ton	Part No.
2.5	FRR02M
5	FRR04M

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 (mm)	B (mm)	C (mm)
2.5	F PRF 02	16	70	10
5	F PRF 04	32	85	10
10	F RR 08	44	124	12
22	F RR 22	64	178	16

WING NUT & BOLT ASSEMBLY
Used to attach recess former to form.

Ton	Item No.	Standard Rod Length (mm)	Thread Diameter & Type (mm)
2.5	F WN 02	152	M8
5	F WN 04	152	M8
10	F WN 08	152	M12
22	F WN 22	152	M12

SHEAR BAR
Used with flat steel erection anchor to increase shear capacity.

Ton	Item No.	Shear Bar Dia. (mm)	Min. Panel Thick. (mm)	High (H) mm	Length (L) mm
2.5	F SB 02	13	102	64	352
5	F SB 04	13	140	97	352
10	F SB 08	13	191	125	352

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 (mm)	B (mm)	C (mm)	D (mm)	E (mm)	F (mm)	G (mm)
2.5	F RC 02 B	92	54	267	76	178	70	32
5	F RC 04 B	114	67	327	102	216	89	38
10	F RC 08 B	140	76	432	149	264	114	44

Safe working loads based on 3:1 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 (mm)	B (mm)	D (mm)	E (mm)
2.5	F RC 02	597	14	60	305
5	F RC 04	648	18	85	305
10	F RC 08	787	22	95	305

Safe working loads based on 3:1 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.