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 vrs eye bolt

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¡ß Dimensions & Specifications
Metric - Technical Specifications

Type

WLL

item No.

weight

A

B

C

D

E

G

K

L

M

N

S

mm

Ton

VRS-F

kg

mm

M 8 -1.25

0,4

VRF212

0,1

34

11

8,5

25

25

28

47

12

8

6

15

M 10 - 1.5

0,4

VRF213

0,1

34

11

8,5

25

25

28

47

15

10

6

15

M 12 - 1.75

0,75

VRF214

0,2

42

13

10

30

30

34

56

18

12

8

18

M 16 - 2

1,5

VRF215

0,3

49

15

14

35

35

40

65

24

16

10

22

M 20 - 2.5

2,3

VRF216

0,5

57

17

16

40

40

50

75

30

20

12

27,5

M 24 - 3

3,2

VRF217

0,9

69

21

19

48

48

60

90

36

24

14

33

M 30 - 3.5

4,5

VRF218

1,7

86

26

24

60

60

75

112

45

30

17

41,5

M 36 - 4

7

VRF219

2,9

103

32

29

72

75

90

135

54

36

22

49,5

M 42 - 4.5

9

VRF220

4,6

120

38

34

82

85

105

158

63

42

24

58

M 48 - 5

12

VRF221

7,0

137

43

38

94

100

120

180

72

48

27

66

Inchs - Technical Specifications

Type

WLL

item No.

weight

A

B

C

D

E

G

K

L

M

N

S

inch

lbs

VRS-F

lbs

inch

3/8"-16UNC

880

VRF312

0,22

1 5/16"

7/16"

5/16"

1"

1"

1 1/8"

1 7/8"

3/4"

3/8"

1/4"

9/16"

1/2"-13UNC

1650

VRF313

0,44

1 5/8"

1/2"

3/8"

1 3/16"

1 3/16"

1 5/16"

2 3/16"

3/4"

1/2"

5/16"

11/16"

5/8"-11UNC

3300

VRF314

0,66

1 15/16"

9/16"

9/16"

1 3/8"

1 3/8"

1 9/16"

2 9/16"

15/16"

5/8"

3/8"

7/8"

3/4"-10UNC

5070

VRF315

1,1

2 1/4"

11/16"

11/16"

1 9/16"

1 9/16"

2"

2 15/16"

1 1/8"

3/4"

1/2"

1 1/16"

7/8"-9UNC

5070

VRF316

1,1

2 1/4"

11/16"

11/16"

1 9/16"

1 9/16 "

2"

2 15/16"

1 5/16"

14/16"

1/2"

1 1/16"

1"-8UNC

7050

VRF317

2,0

2 3/4"

13/16"

13/16"

1 7/8"

1 7/8"

2 3/8"

3 9/16"

1 1/2"

1"

9/16"

1 5/16"

1 1/4"-7UNC

9920

VRF318

3,7

3 3/8"

1"

1"

2 3/8"

2 3/8"

2 15/16"

4 7/16"

1 7/8"

1 1/4"

5/8"

1 5/8"

1 1/2"-6UNC

15430

VRF319

6,4

4 1/16"

1 1/4"

1 1/4"

2 13/16"

2 15/16"

3 9/16"

5 5/16"

2 1/8"

1 1/2"

7/16"

1 15/16"

1 3/4"-5UNC

19480

VRF320

10,2

4 3/4"

1 1/2"

1 1/2"

3 1/4"

3 3/8"

4 1/8"

6 1/4"

2 1/2"

1 3/4"

1"

2 1/2"

2"-4,5UNC

26450

VRF321

15,4

5 3/8"

1 11/16"

1 11/16"

3 11/16"

3 15/16"

4 3/4"

7 1/16"

2 13/16"

2"

1 2/16"

5 5/8"

¡ß Load Chart
Metric Measurements

Method of lift

Number of legs

1

1

2

2

2

2

3 and 4

3 and 4

Angle < ©¬

0¡Æ

90¡Æ

0¡Æ

90¡Æ

0-45¡Æ

45-60¡Æ

ºñ´ëĪ

0-45¡Æ

45-60¡Æ

ºñ´ëĪ

Factor

-

1

-

2

1.4

1

1

2.1

1.5

1

Metric

inchs

STARPOINT Lifting Eye - WLL in metric tonnes, bolted and adjusted to the direction of pull

Type

TON

M8

-

1

0.4

2

0.8

0.56

0.4

0.4

0.84

0.6

0.4

M10

3/8"-16UNC

1

0.4

2

0.8

0.56

0.4

0.4

0.84

0.6

0.4

M12

1/2"-13UNC

2

0.75

4

1.5

1

0.75

0.75

1.6

1.12

0.75

M16

5/8"-11UNC

4

1.5

8

3

2.1

1.5

1.5

3.15

2.25

1.5

M20

3/4"-10UNC

6

2.3

12

4.6

3.22

2.3

2.3

4.83

3.45

2.3

-

7/8"-9UNC

6

2.3

12

4.6

3.22

2.3

2.3

4.83

3.45

2.3

M24

1"-8UNC

8

3.2

16

6.4

4.48

3.2

3.2

6.7

4.8

3.2

M30

1 1/4"-7UNC

12

4.5

24

9

6.3

4.5

4.5

9.4

6.7

4.5

M36

1 1/2"-6UNC

16

7

32

14

9.8

7

7

14.7

10.5

7

M42

1 3/4"-5UNC

24

9

48

18

12.6

9

9

18.9

13.5

9

M48

2"-4.5UNC

32

12

64

24

16.8

12

12

25.2

18.0

12

Inchs Measurements

Method of lift

Number of legs

1

1

2

2

2

2

2

3 and 4

3 and 4

3 and 4

Angle < ©¬

0¡Æ

90¡Æ

0¡Æ

90¡Æ

0-45¡Æ

45-60¡Æ

ºñ´ëĪ

0-45¡Æ

45-60¡Æ

ºñ´ëĪ

Factor

-

1

-

2

1.4

1

1

2.1

1.5

1

Metric

inchs

STARPOINT Lifting Eye - WLL in Pounds (lb), bolted and adjusted to the direction of pull

Type

LBS

M8~10

3/8" -16UNC

2200

880

4400

1760

1235

880

880

1850

1320

880

M12

1/2" -13UNC

4400

1650

8800

3300

2200

1650

1650

3460

2470

1650

M16

5/8" -11UNC

8820

3300

17640

6610

4630

3300

3300

6940

4960

3300

M20

3/4" -10UNC

13250

5070

26500

10140

7100

5070

5070

10650

7600

5070

-

7/8" -9UNC

13250

5070

26500

10140

7100

5070

5070

10650

7600

5070

M24

1" -8UNC

17630

7050

35260

14100

9880

7050

7050

14800

10580

7050

M30

1 1/4" -7UNC

26450

9920

52900

19840

13880

9920

9920

20800

14880

9920

M36

1 1/2"-6UNC

35270

15430

70540

30860

21600

15430

15430

32400

23150

15430

M42

1 3/4" -5UNC

52900

19480

105800

39680

27700

19840

19840

41600

29760

19840

M48

2" -4.5UNC

70550

26450

141100

52910

37000

26450

26450

55500

39680

26450

¡ß User Instructions

1. Reference should be made to German Standards accord. BGR 500 or other country specific statutory regulations and inspections are to be carried out by competent persons only.

2. Before installation and every use, inspect visually RUD lifting points, paying particular attention to any evidence of  corrosion, wear, weld cracks and deformations. Please ensure compatibility of bolt thread and tapped hole.

3. The material construction to which the lifting point will be attached should be of adequate strength to withstand forces during lifting without deformation.
    For steel S235JR (1.0037) or Cast iron GG 25 (0.6025 - without blowhole) the bolt length should be
1.5xM (=L).
    When lifting light metals, nonferrous metals and gray cast iron or other materials the thread has to be chosen in such a way that the WLL of the thread corresponds to the requirements of the corresponding base material.
   
   The German testing authoritiy, BG, recommends the following minimum for the bolt lengths:
2 x M in aluminium
   
2.5 x M in aluminium-magnesium alloys (M = thread ¨ª, e.g. M 20)

4. The lifting points must be positioned to the load in such a way that movements are avoided during lifting.
  a.) For single leg lifts, the lifting point should be vertically above the centre of gravity of the load.
  b.) For two leg lifts, the lifting points must be equidistant to/or above the centre of gravity of the load.
  c.) For three and four leg lifts, the lifting points should be arranged symmetrical around the centre of gravity,
       in the same plane if possible.

5. Load symmetry:
   The required WLL of the individual RUD lifting point are calculated using the following formula and are based on symmetrical loading:

W.L.L =

      W      
n x cos ©¬

W.L.L = Working Load Limit
W = Load Weight (kg)
n = Number of load bearing legs
©¬ = Angle of inclination of the chain to the vertical

The calculation of load bearing legs is as follows:

No. Legs

Symmectry(´ëĪ)

Asymmetry (ºñ´ëĪ)

Two Leg

2

1

Three / Four Leg

3

2

6. Planar bolting surface (E) must be guaranteed. Countersink of thread hole = nominal thread diameter.
   The holes must be drilled with sufficient depth in order to guarantee compatibility with the supporting surface.

7. For fitting without tools and for inspection of the compatibility of bolt thread and tapped hole,
    the STARPOINT can be delivered with a tempered key (type: VRS-F).
   Engage key into hexagon socket screw - fitting and removal is possible by hand - then disengage key.
   In case of fitting with key, tighten by hand. Do not use an elongation piece.
   For a long term application the VRS should be tightened with torque according table 1 (+/- 10%).

8. Shock loading or vibrations can cause unintentional dismantling. To protect against this: liquid thread locker such as Loctite (depending on the application, please pay attention to the manufacturer's instruction).
   Attention: Ring Body has to be free to rotate.

9. The STARPOINT has to be adjustable through 360¡Æ when fitted and with key disengaged .
   Adjust to direction of pull before attaching of the lifting means.
  Attention: STARPOINT's are not suited for turning under load

10. All fittings connected to the STARPOINT should be free moving.
    When connecting and disconnecting the lifting means (sling chain) pinches and impacts should be avoided.
    Damage of the lifting means caused by sharp edges should be avoided as well.
    For lifting points which remains on the construction we basically recommend to secure with liquid locking device and tighten with torque.

11. Effects of temperature:
     Due to the DIN/EN bolts that are used with the STARPOINT the working load limit should be reduced accordingly:
    -40¡Æ to 100¡ÆC = no reduction
    100¡Æ to 200¡ÆC = minus 15%
    200¡Æ to 250¡ÆC = minus 20%
    250¡Æ to 350¡ÆC = minus 25%
   Temperatures above 350¡ÆC are not permitted.

12. RUD lifting points must not be used under chemical influences such as acids, alkaline solutions and vapours e.g. in pickling baths or hot dip galvanising plants. If this cannot be avoided, please contact the manufacturer indicating the concentration,
      period of penetration and temperature of use.

13. The position where the lifting points should be attached should be clearly marked with colour.

14. After fitting, an annual inspection, or sooner if conditions dictate, should be undertaken by a competent person examining the       continued suitability. Also after damage and special occurrences.

     Inspection criteria concerning paragraphs 2 and 14:
  • Ensure compatibility of bolt thread and tapped hole.
  • The lifting point should be complete.
  • The working load limit and manufacturers stamp should be clearly visible.
  • Deformation of the component parts such as body and bolt.
  • Mechanical damage, such as notches, particularly in high stress areas.
  • Wear should be no more than 10% of cross sectional diameter.
  • Evidence of corrosion.
  • Evidence of cracks.
  • Damage to the bolt and/or thread.
  • The body of the STARPOINT must be free to rotate.
¡ß Description
Starpoint Vario Eyebolts - RUD VRS (Will swivel to direction of the load).

VRS

VRS-F

The VRS Standard does not include the locking device (StarKey) which makes the eyebolt adjustable.
The
VRS-F Can be fixed in position or made adjustable by dis-engaging the StarKey (locking device).

Eyebolt Information
Star shaped design, a clear distinction from the DIN 580 eye bolt. With a striking fluorescent pink powder coating.

Identification:
Clear WLL indication for the most unfavorable load direction
F (not permissible for DIN 580).
Forged material (1.6541) alloy quenched and tempered, high tensile and annealed, Body and bolt, 100% electromagnetic alloy crack tested in accordance with specification EN 1677-1 and Design factor of 4:1 in any direction.

Choose the attachment point in such a way that the introduced forces are accomodated by the work piece without being deformed. Make sure the bolting surface is plain. Ensure an appropriate bore depth to facilitate an optimal sitting of the engaging surface. Work piece material, at least 1.0037 (St 37).

For light metals, nonferrous heavy metals and grey cast iron, the thread type allocation must be done in such a way that, the WLL of the thread type fulfills the requirements of the respective work piece.

Without an additional washer, screw the VRS into the work piece until the seat - engaging surface of the Hexagon socket bolt evenly lies on the surface of the work piece.
If the VRS is to permanently remain at the point of force introduction, it must be tightened with a torque of
10 Nm.

The thread bore countersink is equal to the effective diameter of the thread.
Always pay attention that the Hexagon socket bolt is tightened.

When impact loaded or operated in environments with skewing and vibrations, unintentional loosening can happen, especially if through bolts with nuts are used.

Securing possibilities:
Use of a liquid thread securing medium eg. Loctite ( follow the manufacturer`s recomendations)
In a tightened condition, the VRS must be able to swivel up to 360¡Æ.
Before loading, adjust the VRS to the direction of the applied force.
A captive Hexagon socket bolt.

The VRS is patent protected :
GM 9402014 - and further industrial property rights are registered under GM 9316475.
For the toolless assembling, the STARPOINT is supplied with an annealed star - profile - key.

Simply engage the Hexagon socket bolt with the star - profile - key and use your fingers to respectively tighten or untighten the arrangement . Disengage the key. The VRS is rotatable!

Eye bolt VRS in pink - can be adjusted to the direction of pull. Higher load capacities than DIN 580-Eyebolts.

Attention:
Lateral loads with eye bolts acc. to DIN 580 are forbidden. With multiple-point-suspensions at 2- leg and 3 / 4-leg,
the positioning of the eye bolt has to be in the direction of pull.
This can only be realized with RUD STARPOINT eye bolts as they are adjustable to the direction of pull when fitted.

Proof Testing
There is no requirement to Proof Test RUD Products, either Bolt or Weldable after Installation if the user instructions for welding are carried out correctly. The welding should be carried out by a suitably qualified and competent welder/person.

The supporting structure, or the load, should be of adequate strength to take the stresses involved and this is the responsibility of the engineering designer or equivalent.

RUD Lifting and Lashing Products are Manufactured and conform to EN 1677. No further Proof Testing in the field is required. In fact it would be considered that the Product had been overloaded if a Load more than the recommended Working Load Limit had been applied.

RUD products should be regularly inspected in line with the requirements of LOLER and as per our user instructions at intervals decided by a competent person.

¢À Renference : RUD, LiftingSafety
¢À Please feel free to call: 02-896-5656 or Fax: 02-896-5659 or contact us via e-mail(8965656@hanmail.net)
so our company can help you obtain the correct equipment for your applications.

 
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