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Tags

Kishigo

X100® Carbon Steel Screw Pin Anchor Shackles

Category: Standard Load Rated Shackles
Brand: X100®
Type: Shackles

Product Information

DESIGNED & SUITABLE FOR OVERHEAD LIFTING

  • Carbon Steel Bow with Alloy Oversized Pin
  • Designed & Suitable for Overhead Lifting
  • Drop Forged
  • Quenched & Tempered
  • Pin is Powder Coated X100 BLAZE ORANGE
  • Breaking Strength to Working Load Limit Ratio 6:1
  • Embossed Markings: X100 Brand, Size, Working Load Limit, Lot Trace Code

Specifications

SIZE (IN) PIN DIA (IN) WORKING LOAD LIMIT (TON) WEIGHT/PIECE (LBS)
3/16 1/4 0.33 0.05
1/4 5/16 0.50 0.12
5/16 3/8 0.75 0.18
3/8 7/16 1.00 0.31
7/16 1/2 1.50 0.49
1/2 5/8 2.00 0.74
5/8 3/4 3.25 1.44
3/4 7/8 4.75 2.16
7/8 1 6.50 3.37
1 1-1/8 8.50 5.30
1-1/8 1-1/4 9.50 7.00
1-1/4 1-3/8 12.00 9.60
1-3/8 1-1/2 13.50 12.60
1-1/2 1-3/4 17.00 17.35
1-3/4 2 25.00 27.80
2 2-1/4 35.00 43.00
2-1/2 2-3/4 55.00 83.00

X100 Screw Pin Anchor Shackles are suitable for overhead lifting. According to Federal Specification RR-C-271G, Type IVA, Grade A, Class 2. Meets ASME B30.26 requirements. Ultimate Load is 6X the Working Load Limit.

DIMENSIONS (IN)
A B C D E F G H I J K
.38 .25 .88 .19 .60 .56 .98 1.47 .16 1.14 .19
.47 .31 1.13 .25 .78 .61 1.28 1.84 .19 1.43 .25
.53 .38 1.22 .31 .84 .75 1.47 2.09 .22 1.71 .31
.66 .44 1.44 .38 1.03 .91 1.78 2.49 .25 2.02 .38
.75 .50 1.69 .44 1.16 1.06 2.03 2.91 .31 2.37 .44
.81 .63 1.88 .50 1.31 1.19 2.31 3.28 .38 2.69 .50
1.06 .75 2.38 .63 1.69 1.50 2.94 4.19 .44 3.34 .69
1.25 .88 2.81 .75 2.00 1.81 3.50 4.97 .50 3.97 .81
1.44 1.00 3.31 .88 2.28 2.09 4.03 5.83 .50 4.50 .97
1.69 1.13 3.75 1.00 2.69 2.38 4.69 6.56 .56 5.13 1.06
1.81 1.25 4.25 1.16 2.91 2.69 5.16 7.47 .63 5.71 1.25
2.03 1.38 4.69 1.29 3.25 3.00 5.75 8.25 .69 6.25 1.38
2.25 1.50 5.25 1.42 3.63 3.31 6.38 9.16 .75 6.83 1.50
2.38 1.63 5.75 1.54 3.88 3.63 6.88 10.00 .81 7.33 1.62
2.88 2.00 7.00 1.84 5.00 4.19 8.86 12.34 1.00 9.06 2.25
3.25 2.25 7.75 2.08 5.75 4.81 9.97 13.68 1.22 10.35 2.40
4.13 2.75 10.50 2.71 7.25 5.69 12.87 17.84 1.38 13.00 3.13

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