Eye Bolts Table of Contents:


REGULAR PATTERN EYE BOLTS WITH HEAVY HEX NUT

CAUTION: NEVER EXCEED THE WORKING LOAD LIMIT.

Never insert the point of a hook in an eyebolt. Always use a shackle. Read important warnings and information here.

Click here to request a price quote or ask a question.

Straight shank, forged carbon steel, heat treated, hot galvanized. Heavy hex nut according to ASME/ANSI B18.2.2.
Size
Diameter x Shank
A -------- B
Working Load
Limit in Pounds*
Approx. Weight
each in Pounds
Dimensions in Inches
C
D
E
1/4" x 2"
650
.06
1.50
.50
1.00
1/4" x 4"
650
.10
2.50
.50
1.00
5/16" x 2.1/4"
1,200
.125
1.50
.63
1.25
5/16" x 4.1/4"
1,200
.17
2.50
.63
1.25
3/8" x 2.1/2"
1,500
.22
1.50
.75
1.50
3/8" x 4.1/2"
1,500
.28
2.50
.75
1.50
3/8" x 6"
1,500
.33
2.50
.75
1.50
1/2" x 2"
2,600
.46
1.50
1.00
2.00
1/2" x 3.1/4"
2,600
.54
1.50
1.00
2.00
1/2" x 6"
2,600
.68
3.00
1.00
2.00
1/2" x 8"
2,600
.80
3.00
1.00
2.00
1/2" x 10"
2,600
.93
3.00
1.00
2.00
5/8" x 4"
5,200
1.00
2.00
1.25
2.50
5/8" x 6"
5,200
1.14
3.00
1.25
2.50
5/8" x 8"
5,200
1.38
3.00
1.25
2.50
5/8" x 10"
5,200
1.55
3.00
1.25
2.50
5/8" x 12"
5,200
1.69
4.00
1.25
2.50
3/4" x 4.1/2"
7,200
1.64
2.00
1.50
3.00
3/4" x 6"
7,200
1.81
3.00
1.50
3.00
3/4" x 8"
7,200
2.0
3.00
1.50
3.00
3/4" x 10"
7,200
2.3
3.00
1.50
3.00
3/4" x 12"
7,200
2.5
4.00
1.50
3.00
3/4" x 15"
7,200
2.9
5.00
1.50
3.00
1" x 6"
10,000
3.6
3.00
2.00
4.00
1" x 9"
10,000
4.3
4.00
2.00
4.00
1" x 12"
10,000
5.0
4.00
2.00
4.00

*Regular nut eye bolts are designed for straight line pull applications only.
Never apply load at an angle.

Click here to return to top of page.


SHOULDER PATTERN EYE BOLT WITH HEAVY HEX NUT

CAUTION: NEVER EXCEED THE WORKING LOAD LIMIT.

Never insert the point of a hook in an eyebolt. Always use a shackle. Read important warnings and information here.

Click here to request a price quote or ask a question.

Forged carbon steel, heat treated, hot galvanized. Heavy hex nut according to ASME/ANSI B18.2.2.
Size
Diameter x Shank
A ------------ B
Working Load
Limit in Pounds*

Approx. Weight
each in Pounds

Dimensions in Inches
C
D
E
1/4" x 2"
500
.06
1.50
.50
.88
1/4" x 4"
500
.09
2.50
.50
.88
5/16" x 2.1/2"
800
.11
1.50
.63
1.13
5/16" x 4.1/2"
800
.15
2.50
.63
1.13
3/8" x 2.1/2"
1,200
.19
1.50
.75
1.38
3/8" x 4.1/2"
1,200
.25
2.50
.75
1.38
1/2" x 3.1/4"
2,200
.41
1.50
1.00
1.75
1/2" x 6"
2,200
.59
3.00
1.00
1.75
5/8" x 4"
3,500
.83
2.00
1.25
2.25
5/8" x 6"
3,500
1.0
3.00
1.25
2.25
3/4" x 4.1/2"
5,200
1.5
2.00
1.50
2.75
3/4" x 6"
5,200
1.7
3.00
1.50
2.75

 

Stainless Steel, type 316, heavy hex nut.
Size
Diameter x Shank
A ------------- B
Working Load
Limit in Pounds*
Approx. Weight
each in Pounds
Dimensions in Inches
C
D
E
1/4" x 2"
460
.08
1.50
.50
.88
1/4" x 4"
460
.10
2.50
.50
.88
5/16" x 2.1/4"
780
.11
1.50
.63
1.13
5/16" x 4.1/4"
780
.14
2.50
.63
1.13
3/8" x 2.1/2"
1,160
.19
1.50
.75
1.38
3/8" x 4.1/4"
1,160
.24
2.50
.75
1.38
1/2" x 3.1/4"
2,150
.42
1.50
1.00
1.75
1/2" x 6"
2,150
.56
3.00
1.00
1.75
5/8" x 4"
3,440
.78
2.00
1.25
2.25

 

WARNING:
*Working Load Limit applies to straight line pull only. When applying load at an angle, the Working Load Limit is drastically reduced. Refer to Standard Rigging Handbook for reductions in Working Load Limit of shoulder pattern eyebolts for angular lifting. Above ratings apply only when the shoulder is in full contact with the mating part of the load and the load is applied in the plane of the eye (see illustration).

Click here to return to top of page.


MACHINERY EYEBOLTS - SHOULDER PATTERN

CAUTION: NEVER EXCEED THE WORKING LOAD LIMIT.

Never insert the point of a hook in an eyebolt. Always use a shackle. Read important warnings and information here.

Click here to request a price quote or ask a question.

Forged carbon steel, quenched and tempered, self-colored. Dimensions according to ANSI/ASME B18.15, Type 2, Style A. Manufactured in accordance with A.S.T.M. A489. Rated capacities exceed the requirements of ANSI/ASME 18.15 for Type 2, Style A.
Size
Diameter x Shank
D ------------- B
Working Load
Limit in Pounds*
Approx. Weight
each in Pounds
Dimensions in Inches
C
E
F
T
1/4" x 1"
500
.05
.75
.69
1.19
.19
5/16" x 1.1/8"
900
.06
.81
.81
1.44
.25
3/8" x 1.1/4"
1,400
.13
.88
.94
1.69
.31
7/16" x 1.3/8"
2,000
.23
1.00
1.00
1.13/16
11/32
1/2" x 1.1/2"
2,600
.25
1.12
1.12
2.12
.44
9/16" x 1.5/8"
3,000
.50
1.1/4
1.3/16
2.1/4
.47
5/8" x 1.3/4"
4,000
.50
1.38
1.31
2.56
.56
3/4" x 2"
6,000
.88
1.62
1.44
2.81
.62
7/8" x 2.1/4"
7,000
1.58
1.81
1.56
3.19
.75
1" x 2.1/2"
9,000
2.2
2.06
1.69
3.56
.88


* WARNING: Working Load Limit applies to straight line pull only. When applying load at an angle, the Working Load Limit is drastically reduced. Refer to Standard Rigging Handbook for reductions in Working Load Limit of shoulder pattern eyebolts for angular lifting. Above ratings apply only when the shoulder of the eyebolt is in full contact and properly seated with the mating part of the load and the load is applied in the plane of the eye (see illustration).

Click here to return to top of page.