All-Lifts Eyebolt Warnings
 

Eyebolts Warning Page


Regular Nut Eye Bolt
G-291
Shoulder Nut Eye Bolt
G-277
Machinery
Eye Bolt
S-279
      WARNING
Loads may slip or fall if proper eye bolt assembly and lifting procedures are not used.
A falling load can seriously injure or kill.
Read and understand both sides of these instructions, and follow all eye bolt safety
information presented here.
Read, understand, and follow information in diagrams and charts below before using eye bolt assemblies.


Important Safety Information - Read & Follow
Inspection/Maintenance Safety:


•Always inspect eye bolt before use.
•Never use eye bolt that shows signs of wear or damage.
•Never use eye bolt if eye or shank is bent or elongated.
•Always be sure threads on shank and receiving holes are clean.
•Never machine, grind, or cut eye bolt.

Assembly Safety:

•Never exceed load limits specified in Table I.
•Never use regular nut eye bolts for angular lifts.
•Always use shoulder nut eye bolts (or machinery eye bolts)  for angular lifts.
•For angular lifts, adjust  working load as follows:

Direction of Pull Adjusted Working Load
45 degrees 30% of rated working load
90 degrees 25% of rated working load

•Never undercut eye bolt to seat shoulder against the load.
•Always countersink receiving hole or use washers to seat shoulder.
•Always screw eye bolt down completely for proper seating.
•Always tighten nuts securely against the load.

Table 1 (In - Line Load)
Size (in.)
Working Load Limit (lbs.)
1/4 650
5/16 1,200
3/8 1,550
1/2 2,600
5/8 5,200
3/4 7,200
7/8 10,600
1 13,300
1-1/4 21,000
1-1/2 24,000

Shoulder Nut Eye Bolt ---
Installation for Angular Loading

IN - LINE


The threaded shank must protrude through the load sufficiently to allow full engagement of the nut.

• If the eye bolt protrudes so far through the load that the nut cannot be tightened securely against the load, use properly sized washers to take up the excess space BETWEEN THE NUT AND THE LOAD.

•Thickness of spacers must exceed this distance between the bottom of the load and the last thread of the eye bolt.

•Place washers or spacers between nut and load so that when the nut is tightened securely, the shoulder is secured flush against the load surface. 


IMPORTANT - Read and understand these instructions before using eye bolts
Regular Nut & Shoulder Nut Eye Bolt - Installation For In-line Loading

Operating Safety
•Always stand clear of load.
•Always lift load with steady, even pull Æ do not jerk.
•Always apply load to eye bolt in the plane of the eye Æ not at an angle.
•Never exceed the capacity of the eye boltÆsee Table I.
•When using lifting slings of two or more legs, make sure the loads in the legs are calculated using the angle from the vertical to the leg and properly size the shoulder nut or machinery eye bolt for the angular load.

Machinery Eye bolt - Installation - Line & Angle Loading

These eye bolts are primarily intended to be installed into tapped holes.

1. After the loads on the eye bolts have been calculated, select the proper size eye bolt for the job.

For angular lifts, adjust  working load as follows:  

Direction of Pull Adjusted Working Load
45 degrees 30% of rated working load
90 degrees 25% of rated working load
2. Drill and tap the load to the correct sizes to a minimum depth of one-half the eye bolt size beyond the shank length of the machinery eye bolt.
3. Thread the eye bolt into the load until the shoulder is flush and securely tightened against the load.
4. If the plane of the machinery eye bolt is not aligned with the sling line, estimate the amount of unthreading rotation necessary to align the plane of the eye properly.
5. Remove the machinery eye bolt from the load and add shims (washers) of proper thickness to adjust the angle of the plane of the eye to match the sling line.  Use Table II to estimate the required shim thickness for the amount of unthreading rotation required.
Table II
Eye Bolt Size
(in.)
Shim Thickness Required to Change Rotation 90Á
(in.)
1/4 .0125
5/16 .0139
3/8 .0156
1/2 .0192
5/8 .0227
3/4 .0250
7/8 .0278
1 .0312
1-1/4 .0357
1-1/2 .0417

back to top of page

 
 

Site optimized for Microsoft Internet Explorer and Netscape Navigator versions 4 and above.
Entire contents of www.all-lifts.com © Copyright 2002,All-Lifts Inc. All rights reserved.
Reproduction in whole or in part is prohibited.
Site designed by: J.E.G. Design