EYE BOLTS
PLAIN PATTERN
- 1030 CARBON STEEL
- Drop Forged adn Heat Treated
- Eyebolts are processed and tested to the required mechanical properties below.• Tests are performed on
randomly selected eyebolts from a given production run.
- Shanks threaded full to within 1/8" - 3/8" of eye.
- When load application is in direction of axis of shank, rated capacity figured with factor of 5 to 1
| PART NO. |
THREAD SIZE |
SHANK LENGTH |
I.D. of EYE |
RATED CAPACITY IN LBS |
QTY |
| 38436 |
1/4-20 |
1 |
3/4 |
440# |
10 |
| 38437 |
5/16-18 |
1-1/8 |
7/8 |
720# |
10 |
| 38353 |
3/8-16 |
1-1/4 |
1 |
1080# |
10 |
| 38354 |
1/2-13 |
1-1/2 |
1-3/16 |
1960# |
10 |
| 38355 |
5/8-11 |
1-3/4 |
1-3/8 |
3160# |
5 |
| 38356 |
3/4-10 |
2 |
1-1/2 |
4600# |
5 |
APPLICATION:
- Do not use eyebolts on angular lifts unless absolutely necessary.
- Loads should always be applied to eyebolts in the plane of the eye, not at some angle to this plane.
- To obtain greatest strength from an eyebolt, it must fit tight in the hole into which it is screwed to prevent
unscrewing due to twist of cable. Tightness and seating must be checked after initial load.
- Eyebolts should never be painted or otherwise coated when used for lifting, as such coatings will very likely cover up flaws.
- To attain the rated capacity listed for regular eyebolts, full thread engagement allowing 1/2 turn for lignment to the plane of the eye is necessary.
MECHANICAL PROPERTIES:
- Grain Size .5 or Finer
- Tensile 65,000 PSI MIN
- Yield 30,000 PSI MIN
WARNING:
- Rated capacity is drastically reduced when loading at any angle. Loading
must never be made at an angle greater than 45° from bolt centerline. At
angle of 45° rated capacity is reduced to 1/4 of the taub
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