Anchor Chain

Verbatim text extracted from the original chapter PDF (1940–). The original catalog is in English; spec tables may render imperfectly — the PDF remains the authoritative source.

STOCKED ANCHORS
IN THE FOLLOWING SIZES
100 LB., 200 LB., 300 LB., 500 LB., 700 LB.

- te de te 3° Kes bed
eae Z Vas ‘ ¥
isan i Drop forged stud which is fixed ae:
< NS ee yet! 4 immovably by hydraulic pressure \ AS 4
* Se while the link is hot. 1 gee.
ae? a Si Be Y
Bgl The ends of the stud are completely gee
woe embedded in the link. There are : : gE
nr a f neither sharp edges nor lugs to Ps a .
Re cause fractural impressions. fh,” y
“hey 7 Welding can be carried out, upone Spee 4
Fees, request, around one or both ends pe a F
Ren 4 of the stud. eH

+ DIMENSIONS OF COMMON LINKS, ENLARGED LINKS, END LINKS,
COMMON LINKS ENLARGED LINKS END LINKS BOLT TYPE JOINING SHACKLE
A B c D E F G H I J K L M N
Length overall . Length overall . Length overall Length overall Width
Nom- * Dia- * Dia- t Dia- + of
in. in. in. in. in. in. in. in. in. in. in. in. in. in. in. in. in. in.
2% | 148 | 1448 | 84 28 15} | 164 9% | 24 | 163 | 164 | 10 3% | 174 | 178 9} 148 | 64%
23 144 | 14% | 8% | 2% | 158 | 153 9} 2% | 16% | 163 93 34 | 163 | 17% | 94 1j 63
2% | 134] 14% | 8% | 24 15 | 15% 9 22 | 158 | 158 | 93 3 16% | 16% 94 1f 63
2} 134 | 1348 | 8% 2% | 148] 148 | 8% 2H | 15% | 153 9} 248 | 16 16% | 9 143 | 6+5
2% | 134) 13%) 7% 23 144] 14% | 8% | 28 | 144%) 154] 9 2% | 15% | 15% | 82 1} 64
24 122 | 134 | 7% 2% | 135 | 14% | 8% | 2% | 148 | 148 8? 22 | 154 | 15% 84 1h | 5#
2d | 123 | 128 Ta | 24 134 | 1348 | 8} 24 | 1348 | 14% | 84 2H | 14% | 1448 | 84 13 5%
2 12 | 12} 71% | 24 123 | 134 | 7% 22 | 134 | 132 8} 28 | 144 | 144 8 12 58
143] 118 | 11% 7 2a | 12% | 123 Te | 2% | 134 | 13%] 8 24 | 13% | 14 7h 1% | 5%
1g 114] 113 62 2 12 12} 14 24 12% | 128 Th 2% | 134% | 13% 74 1} 54
1% 10% | 113 64 14% 112 | 113 7 2 | 12} 124 Ti 23 12% 134 Tt le S54
1? 103 | 102 625 1g 114] 114 6} 23 1148 | 124 rE 24 12% | 12% 7 13 45
1% 104 | 103 645 14 103 | 114 64 2 114 | 112 6 2% | 12 124% 6} 13 4}
13 92 9B St 13 104 | 10? 6% 14%] 11 114% 64 2} 11% | 112 63 14 43
1% 93 9s 53 1% 104 | 103 64 1; 103 | 102 6% 2 114 114% 6+ 1} 43
14 9 9% | 52 15 93 |] 9438 | 5% 148 | 10 | 109 | 6% | 148 | 104 | 103 6 18 | 4%
1% 88 | 88] Se] 1% 93 | 9% | 5B 12 93 98% | 52] 1% | 10$ | 103 53 1} 4
13 8} 8% 4B 1} 9 9s 5% 12 9+ 94 SH 12 98 9B 54 1} 3%
1% 7 | 8% | 4% 1% 88] 8 | Ste] lie | 8% 9 Sie | 14] 98 94 5t Ih | 32
1} 7h) 7H | 44 13 8t | 8% | 448] 14 | 8%] 88 5} 13 8 9x | 5 1 34
1 is 7k | 7k 4} 1% 7g | 8% | 4% ly | 8% | Si} 46 1% | 8% | 8% | 43 B | 3%
13 6} | 6% 4% | 1 7k) 7H) 44 13 78 7} 43 ly | 8 8 43 3 33
1% 63 | 6% 38 | lie 7k | 7 4} 1} Tis | Tis | 48 13 7% | 7%) 4 g 3
1 6 64 38 14 63 64 3# 1% 62 6% 44 14 7k Tk 4 # 2#
BY 53 | 5} 33 1 6 63 3% 1} 6 | Om | 3% 1} 6% | 6F 3} i 23
g Si] 53 3% B 53 | 53 33 ly | SH] 6 33 1% 6} 6% | 34 | 2%
B 45) 4% |) 28 g 5} ] 53 34 1 54 Sie | 33 1m | S#] 58 3} 3 2}
i 44] 4%] 28 B 43 | 48 | 28 g Ste | 5% 3 1 53 Si | 3 3 25
By 44] 4%) 23 i 44] 4% | 28 %)] 44) 42 25 $ 4% | 5 23 & | 18
3 33] 348 | 24 By 44) 4% | 23 f | 44 4% | 2% | 4%) 44 2$ + 1}
ts 33] 3%] 2 3 33] 348 | 24 HH] 38 | 33 2% } 4 4% | 24 ww | lt
3 3 3% | 1% te 38 | 3% | 2 3 3% 3% | 2% & 3% | 38 2 3 13
is 23 | 2 | Lis 3 3 3% | 18 4 | 2B] 3 1 * | 3k 34/1 13 3 14
* Cols. C and F—Tolerance allowed PLUS or MINUS 0:10 diameter of the common or enlarged links.
+ All Dimensions are after statutory proof load has been applied.
TO ANCHOR TO WINDLASS
Common Links. Enlarged Link. Joining Shackle. Enlarged Link. Common Links.
erat ro Ot GEE 6 CEH a
eats “a 7a SSE RUSS SL
T x Ww : Vv U T

ad owe
BOLT TYPE JOINING SHACKLES, SHACKLE BOLTS AND PINS
§ SHACKLE BOLT SHee ete ASSEMBLY PITCHES pee
fe) P Q R d s r U Vv Ww x A
_—S = 10 conetnon inks ‘Tength overcilaaed | ne
Tinka end links and Min. Min pitch Min. Min. Min. A
et shackle pitch of |common| pitch pitch piteh Die
on dia. min. max. min. | max. “inks enlarged shackle shackle catigeged material
link
in. in. in. in. in. ft. in. | ft. in. | ft. in. | ft. in. in. in. in. in. in. in.
34 24 2% f 4 8 68|8 94/4 7H] 4 94 193 20% 19} 203 193 2%
34 23 25 } 3d 8 32)8 61/4 62/4 824] 19 1948 1843 20+ 18# 2%
34 le 22 Ps 4 8 1)8 4414 Si]4 628] 183 1935 18} 193 18 3; 2+
38 | 2b | 2B] 4 } 7 10/8 18/4 38/4 Sal 18 183 | 1748 | 19%] 1738 | 24
34 2% 23 d 4 7 7/7 11 4 23/4 33 174 18 174 182 17% 2%
33 | 2k | 2%] t } 7 5t/7 8814 O14 281 17 178 | 17 18 | 1648 | 25
3+ 2+ 23 t 3 7 2/7 St]3 11/4 OF] 164 17% 16% 174 16%; 24
34 2 23 4 3 7 O 7 24/3 Of) 3 1038] 16 163 1645 162 15% 2
3h 138 2% } $ 6 93816 11 ]3 84 )3 Of] 154 16} 15% 164 153 1}
3 1; 2+ }t 4 6 62/6 94/3 62/3 8 15 153 15 152 143 1%
22 | 18] 28] % 3 6 44/6 6/3 S13 68%| 144 1st | 144 | 158 |] 148 1k
28 1? 24 is 3 6 13);6 4 3 3$)3 5} 14 148 1343 148 13% 13
24 1% 2 és 4 5 105 |}6 13]3 22])3 348) 133 144 134% 143 133 1h
22 13 1% iy 3 5 8t);5 103}3 14])3 28) 13 132 13 132 12% 13
23 1% 1} is 3 5 S53}5 7/2 11§)3 O8F 123 13} 124 13} 123 1%
23 1s | 18] & 3 5 3 15 42]2 10%/2 112] 12 128 | 12 12H | 112 1k
2%) 1¢!] | 3 5 O8}5 24/2 O&)2 948] 11s | 124 | 11a | 128] 112 le
2% 13 13 + 4 4 9314 112)2 712 8 11 113 114 114 10% 13
2h 1+ 13 & } 4 7/4 9 2 6$|2 = 7k 103 11} 104 11} 103 14
2 1} 1} + }t 4 46/4 63/2 42/2 S#/ 10 103 9 10 9% 1}
1g 1% 14% 4 3 4 15/4 34/2 38/2 4% 93 104 94 104 9% 1%
1# 1} 13 7 t 3 114}4 OF} 2 2] 2 2 9 93 8 oh 8% 1}
148] 1%] 14 | t } 3 88/3 9f/2 1/2 1] 84 gh 8h 9} 83 14k
13 1 14% $ } 3 6 3. 7H] 1 10%] 1° 113 8 8% 8 83 7T# 1
1} By} 1s $ t 3 38/3 48]1 9B) 1 9% Tk 18 73 78 Tis i
13 ‘a 14 a LE 3 O2F;}3 2 1 84] 1 84 ri 1 74 7% 68 rd
13 4h 1 4 } 2 103} 2 103] 1 6] 1 7 63 6B 63 6# 6% 4B
1% i $ & 4 2 7/2 8) 1 Sel 1 53 6 6% 64; 6% SR }
1} + # a t 2 46|2 St] 1 4 1 44 54 S# 5% S58 5S Ba
1 g 3 & + 2 2$;2 2%)/1 2:)]1 2B 5 5+ 5 5% 4 3
Fs ry He a7 } 1 113 )2 0} 1 14] 1 13 4} 48 44 4h 4% *
B Bs a ik 4 1 9 1 98 113 114 4 4% 343 4% 3B $
# is $ 16 $ 1 63 |1 7 103 10%{ 343 345 3$ 3% 3% is
+ Cols. I and L—Tolerance allowed PLUS 0-15 diameter of the end links or shackles.
§ The axis of all shackles shall be parallel to the axis of the cable holder shaft.
TO ANCHOR TO WINDLASS
Common Link. Common Link. |
ES Hee Ss ites 5-1-4 oP GS 0 | Ce} FEE
en an: a ees ee AS Ay NS

+ DIMENSICG*\S OF COMMON LINKS, ENLARGED LINKS, END LINKS,
COMMON LINKS | ENLARGED LINKS END LINKS BOLT TYPE JOINING SHACKLE
A B Cc | D E F G H I J K L M N
Length overall . Length overall . Length overail Length overall Width
Nom- * Dia- * Dia- i Dia- t of
Lal “in, [max Width meter Panis |b eee | | max — | meter a | eux | ¥en meter -_ | max peng ——
ee es ee ee nn oe)
in. in. in. in. in. in. in. in. in. in. in. in. in. in. in. in. in. in.
43 27 =| 273 16% | 44 | 28% | 298% | 17% 53 303 31 18% 5% | 32 328 18 33 12§
4% 26% | 274 16 4} 284 | 29% | 173 54 | 30 30% | 18% 53 | 31% | 32% 173 | 3% | 12%
43 26} | 26% 153 4 28% | 2848 | 16% 5} | 29% | 30% | 1.38 5% | 314 | 318% 173 | 3% | 12}
4% | 25% | 263 15$ 43 273 | 28% | 1638 5#; | 294 | 293 17k 53 | 308 | 314 174] 3% | 12%
4} 253 | 26} 15h | 4% 27% | 28 16% 5h | 2844 | 29% | 17% | 53 | 30% | 308 17 3% «| «NG
4% 25$ | 25} 15S | 43 27 =| 273 16% 5 28 | 28% 17% 5% | 293 | 30% 16} | 3% 113
44 243 | 25% | 14% 4% 263 | 27} 16 433 | 27] | 28% | 168 53 | 29% | 29% 164 |] 3% | 11k
44% | 24$ | 2448 | 143 43 26} | 26% 15} 4% | 27% | 28 16%} 5} + 28% | 29% 16} | 34 113
4 24 | 24% | 143 4} 254 | 264 15 | 448 | 27 27% | 16% 5% | 28% | 29 16 34% | 11%
34% |] 233 | 24% | 14% | 4% 254 | 252 154 | 4% | 263 27} 16% 54 | 28 28% 153 | 34 11
35 23: | 2348 | 134 | 48 24% | 254 | 14% 43 26% | 26% | 1S# Sts | 2735 | 28% 153 |] 33 103
343 | 22% | 23% | 133 4 ts 243 | 2448 | 142 4% | 253 | 26} 15} 438 | 27} =| 273 15} | 3% | 10K
33 224 | 234 | 133 4 24 | 248 | 14% 44 | 25% | 255 153 43 | 268 | 27% 15 3 103
3H | 225 | 223 134 38 238 | 24% | 148 | 44% | 2448 | 2556 | 155 48 | 26% | 26% 143 | 2% | 10%
33 213 | 22) 3% | 3% 234 | 234% | 13% | 43 244 | 25 143 4H | 253 | 26} 144 | 23 10}
3% | 213 | 213 12} 348 | 222 | 2345 | 133 44 | 244 | 24% | 148 43 | 25 | 25% 144 | 23 10
3h 21 214 123 33 224 | 234 | 134 43; | 233 | 24% 14% 4% | 24% | 253 14 2H | OF
3% | 203 | 214 123 344 | 224 | 223 134 44 | 23} 2344 | 144 44 | 24% | 24% 133 | 23 98
33 20} | 203 12} 33 21} | 22} 134% | 4 | 224% | 234 13; 43 | 24 24% 134] 28 | 9%
3% 193 | 20% | 118 3% 213 | 21% 12; 4 223 | 2248 | 133 44 | 234% | 24 13} | 23 9}
34 195 |] 1948 | 114 | 33 21 214 123 3% | 2148 | 22% 133 4] | 234 | 23% 13 23 94
3% 19§ | 193% | 113 3% | 203 | 21} 123 3# | 21% | 2148 | 13% 44 | 228 | 234% 123 | 2% 8R
34 183 | 19% | 114 33 20} | 203 12} 32 | 214 | 21% | 125 4% | 22% | 228 123 | 23 8}
3+ 183 | 1843 | 11 3% 19% | 204 | 1138 3H | 20% | 214 12%) 4 213 | 22% 12} | 2% 8%
3 18 18% | 108 | 3% 194 | 19% | 113 38 | 20} | 20% | 12% 3% | 214 | 212 12 23 8%
28 173 | 184; | 10% | 3% 18% | 19% | 114 34 194 | 20} 124 343 | 20% | 21} 113 | 2% 8}
2% 17} | 173 103 34 183 | 1848 | 11 3x5 | 194 | 1948 | 1148 | 32 | 20% | 20% 114] 2% | 8%
28 16% | 174 104 3 18 18% | 10% | 33 19 193 11% 3#% | 20 203 11} ] 2} It
23 164 | 163 9% 28 178 | 184% | 10% 34 | 18% | 1848 | 11s 3% | 19% | 1948 11 2% | 7H
28 16§ | 164 9 | 2% 17} | 173 103 3} 183; | 184 11s 34 19} 19} 103 | 23 Tk
23 153 | 164 9% | 28 16% | 174 104 3} 173 184; | 103% | 3% | 18% | 19 103 | 2% ii
2% 153 | 153 9I 2} 164 | 16% 9% 34s | 17 fe | 178 10% 3% | 18} | 18% 10} | 24 | 7%
23 15 153 9 2 16% | 163 of 3 163 17} 10} 34 173 18} 10 2 7
* Cols. C and F.—Tolerance allowed PLUS or MINUS 0-10 diameter of the common or enlarged links.
+ All dimensions are after statutory proof load has been applied.
TO ANCHOR TO WINDLASS
es E K hackle | E
Common Links. Enlarged Link. Joining Shackle. Enlarged Link. Common Links.
ea eS GES 6 CED fone =s}
toss oe r€ a —— G4 - RUSS Neal
I x—_— Ww Vv U T

BOLT TYPE JOINING SHACKLES, SHACKLE BOLTS AND PINS
§ SHACKLE BOLT —. ASSEMBLY PITCHES ere
oO P Q R d s T | U Vv | w x A
Length over = ay
10 common links Length over enlarged Min pitch Mi
links, end links and Min. from Min. Min. boa :
(a. shackle pee of commen pitch pach pitch =
on dia. min. max. min. | max. liaks enlarged shackle shackle — material
in. in. m. in. in. ft. m.] ft. m.] tt. m.] im. in. in. In. in. in. in. in.
7% | 43 53 3 1 15 9|16 318 68/8 98] 35 37% 36 378 3548 43
7h 4% 5% g | 1S 63} 16 «O3]8 S$] 8 84] 353 374 353 373 35% 4%
7 43 5} « Fi 15 33}15 10]}8 33])8 7h] 35 35% 348 36383 342 43
6; 4% 5% te i IS 13,15 73}8 26/8 SHR] 3H 354 | 34% 36} 344 4%
63 4} 54 ie Fs 14 103 15 43/8 If8/8 48) 34 35% | 3328 353 33% 44
6h | 4% 5 ie i 14 73 15) 23) 7 WE] 8) = 2BlL 33% 35% 334 353 334 4%
63 4k 48 & Fi 14 53) 14 107] 7 103 ]}8 I] 33 34% 328 3448 3244 44
63 4% | 4] is Fs 14 23)14 81/7 9 |7 IIB] 328 34a 32% 344 32% 44
63 4 4B 3 i 14 0] 14) 53]}7 68/7 10 32 33} 32 33% 313 4
6% | 343] 47 3 i 13 93140 347) Sh) 7 8H] 31k 323 313 32 | 314 3B
6% | 3% 43 3 i 13 63] 14) «(03]} 7) 4%) 7 68] 31 32} 314 324 303 35
6} 3% |] 4% Fy & 13° 43) 13 9317 2347 53 304 31} 304 32 30} 348
6 3} 4} 3 3 13) 13) 13) 7EE7) OLR 7) 4%] 30 314 29% 31% 293 3}
54 3H | 4% 3 ? 12 10g) 13 3%] 7 OA} 7 22H] 293 303 293 308 29} 3#
58 | 33 43 3 } 12 813 13/6 103 ]7 12] 29 30} 28% 30% | 282 33
5h 3%] 44 3 3 12 53} 12 103]}6 93/7 OO. 283 293 284 30 28} 3%
53 34 4% 3 Fi 12 3])12 8/6 7%)]6 103] 28 29} 278 29% 27} 34
54 3%] 44 3 } 12 Of} 12 53}6 6%)6 8%] 273 28} 27k 28 3 27} 3%
53 33 4k * F 11 (9F} 12) -23}6 «=5%)6 7k] 27 28} 27 28% 26} 33
5& | 3%] 4 é& 3 11 =73) 11 6113) 6 =«3R] 6 «SRY 263 273 26% | 27% 26} 3%
Sie | 34 33 *: } Il #643) 11 8316 2%)6 43] 26 27} 26 27% 253 34
54 3% 3R & 3 11 61g) tl 6H 6 6TR LG) 3h I 253 263 254 27 25} 3%
5 3} 3} * a 10 ING} Il 38] 5 We] 6 14] 25 26} 24% | 26% | 243 34
48] 34] 38 & Fi 10 «83 Il 61} 5S 10h |} 6 0) «Of 248 25} 24% 25% 24} 3%
4k | 3 33 *% 3 10 6] 10 103}5 8%]5 10%] 24 24% | 234%) 254] 238 3
4% | 28 34 & 3 10 33/10 735 6;|5 9 234 24% | 234 248 23% 2
43 2k 3% | te 3 10 Of} 10 435 SE] 5 7E] 23 234 | 23 244 22% 23
43 2h | 33 * 3 9 103,10 17)5 44/5 6%) 223 23% 224 23 %& 224 28
43 2} 3% & Fi 9 73 9 WS 2S 4] 22 22#% | 22 23% | 218 2}
4% | 28] 34 & FY 9 43 9 885 Ie) 5S 34) 214 22% | 214 22% | 21% 2
4% 23 3h & ; 9 2H 9 6/5 Of; 5 12] 21 2148 | 214 | 224 2033 23
44 2% 3% t 3 8 113] 9 3314 10R] 5 OF} 208 21% | 20% | 213 20 & 2%
4 pz 3 4 Fi 8 9| 9 OF 4 9814 1 20 2033 19% | 214 19# 24
t Cols. I and L—Tolerance allowed PLUS 0.15 diameter of the end links or shackles.
§ The axis of all shackles shall be parallel to the axis of the cable holder shaft.
TO ANCHOR TO WiNCDLASS
Common Link. Common Link. |
BRS ER OP 0) (EER

se EATING LIMITED
D=nominal diameter of chain
Common link =C Enlarged link = EL End link =E
€4P> = “—p 2ae “—F 4.00 ——_—-—_--—-—} -- 4.00
Kenter shackle = K: S Joining shackle = J-S Anchor shackle (type D) = A°S
6.0D | 7.10 J a 80D
: Lr 1.40 { 4 w0iC i): 3.0D
poet. 1.3D oo 0 2.8D = : SST |
woo {-}——P! > 1.52D 1 - TX 1.00 |
Swivel = SW Anchor swivel shackle = A‘SW:S(a) | Anchor swivel shackle = A:SW-S(b)
4.70 3.45D | ay ae wot
TT. 8.4D 5.00 84D .
— 3.2D | Va wnt faim 3.10 +4 s1 50—;— |—) 00
1.1250 Fo ie “1 Sip. “ —_ [ESCH ge ree = Be

Each anchor chain cable is divided into lengths of 27.5 meters (15 fathoms), which are
connected with each other by joining shackles of Kenter type (formerly type D was used).
Cc K-S Cc KS Cc
fr fT | A ees Le ee LL
——— sere Sens ge ae ee ee ee
SS SO SN Oe NSS” Af’
27.5 metres (15 fathoms)
Connection with kenter shackles
Cc EL E J?S E EL € . EL E J*S E E-L ¢€
ZT \S Zex ZI] \s rages ZT TS ZT 8 7X ZT \S
27.5metres (15 fathoms)
Connection with joining shackles (type D)
SWIVEL
SHACKLE KENTER ANCHOR KENTER JOINING
(All forged steel) SHACKLE SHACKLE

A. Kenter shackle type
TYPE
c K-S c EL E
AQ goa | AE ee |
Fano} tte = EUS i
ee KS oC gL E J-8
A10 <a> oS Le |
aS | (ee 5 es | er ae ee
EGS SE) |
All rN | SO fa fo ST |
COG) (SS FS Ss  —  — SS FS) FS SHE
K-S vee —CO EL E Js
° GES aE
Ore > 5) eS ES  -  S  S) S e
ai SUS SUS US USS UES SS
| Ce I SE ES
B. “D” Joining shackle type
| Js E EL eS _ E
” | €24E <E-=E: - =E-SEHaDS
-{- re He — SSS SHE FS 8
Jes E EL ne ann TOIL Oe EL E Js
B10 — po at Le ee

COUPLING TO THE ANCHOR
B. “D” Joining shackle type
TYPE
AS E EL sw EL c EL E JS
+ pide idols, aeldilds
A-S E SW EL c EL E 16
A-SW-S (a) E et c EL E Jes
A-SW-S(b) c EL E Jes

A. Kenter shackle type
TYPE
| “2 GSs SSeS SiG)
“s sw EL c |
* Gplaje-ds- apie
-s E sw EE Cc K-S
AS | co) Cry }
A-SW-S(a) E EL c id
* Fiea-z ____.a@plap

PROPORTIONS OF A BLAKE STOPPER
10-0 7- COMMON LINKS OF -7SNOMINAL PROPORTION |
fr als S
ASSEMBLY OF A SCREW STOPPER
TWO :75 COMMON LINKS [o8 NuMBER SPECIFIED: ONE -7SCOmMON LINK
a IN Th et L—
Css a, Loess — Tit
SWIVEL PIECE FOR USE WITH LUGGED SHACKLES AS
REQUIRED FOR STANDARD MOORING EQUIPMENT
pany SWIVEL PIECE ENO LINK
SHitee a owe fl peealibe
ENO LINK ENLARGED LINK

- SHACKLE SECURING TO BUOY
45°HEAD ON BOLT ‘ir |
JSeo? Leh: <\a ; NOMINAL DEPTHA
QP aerr lel FGea) bess
ANCHOR SHACKLE FOR MOORING PENDANT & BRIDLE CHAINS
AS REQUIRED FOR STANDARD MOORING EQUIPMENT
| “AaB
NS Lit |
75| 1-4 ral sor n

ete HH (Jor
cAU y) “9
| Metric Units
ink i f tockless B
Total Special Extra =
Not Lenght | Mild . Special
Exceed Exceed- LR NV BV Steel — Quality Anchor
ing ing (Grade 1)| (Grade 2)| Stee!
(Grade 3)
metres | mm mm kg
50 70 Al A U1 220 14 12.5 2 180
70 90 A2 B U2 220 16 14 2 240
90 110 A3 Cc U3 247.5 17.5 16 2 300
110 130 A4 D U4 247.5 19 17.5 2 360
130 150 A5 E U5 275 20.5 17.5 2 420
150 175 B1 F U6 - 275 22 19 2 480
175 205 B2 G U7 _ 302.5 24 20.5 2 570
205 240 B3 H U8 - 302.5 26 22 3 660
240 280 B4 | Ug - 330 28 24 3 780
280 320 B5 J U10 — 357.5 30 26 3 900
320 360 C1 K U11 357.5 32 28 3 1020
360 400 c2 L U12 385 34 30 3 1140
400 450 C3 M U13 385 36 32 3 1290
450 500 c4 N U14 412.5 38 34 3 1440
500 550 cs fe) U15 412.5 40 34 3 1590
550 600 D1 P U16 440 42 36 3 1740
600 660 D2 Q U17 440 44 38 3 1920
660 720 D3 R U18 440 46 40 3 2100
720 780 D4 Ss U19 467.5 48 42 3 2280
780 840 DS T U20 467.5 50 44 3 2460
840 910 E1 U U21 u 467.5 52 46 40 3 2640
910 980 E2 Vv U22 v 495 54 48 42 3 2850
980 1060 E3 Ww U23 w 495 56 50 44 3 3060
1060 1140 E4 Xx U24 x 495 58 50 46 3 3300
1140 1220 E5 Y U25 y 522.5 60 52 46 3 3540
1220 1300 z U26 z 522.5 62 54 48 3 3780
1300 1390 At U27 A 522.5 64 56 50 3 4050
1390 1480 Bt U28 B 550 66 58 50 3 4320
1480 1570 ct U29 Cc 550 i 68 60 52 3 4590
1570 1670 Dt U30 D 550 70 62 54 3 4890
1670 1790 G1 Et U31 E 577.5 73 64 56 3 5250
1790 1930 G2 Ft U32 F 577.5 76 66 58 3 5610
1930 2080 G3 Gt U33 G 577.5 78 68 60 3 6000
2080 2230 G4 Ht U34 H 605 81 70 62 3 6450
2230 2380 G5 It U35 ! 605 84 73 64 3 6900
2380 2530 H1 Jt U36 Jd 605 87 76 66 3 7350
2530 2700 H2 Kt U37 K 632.5 90 78 68 3 7800
2700 2870 H3 Lt U38 us 632.5 92 81 70 3 8300
2870 3040 H4 Mt U39 M 632.5 95 84 73 3 8700
3040 3210 H5 Nt U40 N 660 97 84 76 3 9300
3210 3400 J1 Ot U41 [e) 660 100 87 78 3 9900
3400 3600 J2 Pt U42 P 660 102 90 78 3 10500
3600 3800 J3 Qt U43 Q 687.5 105 92 81 3 11100
3800 4000 J4 Rt U44 R 687.5 107 95 84 3 11700
4000 4200 J5 St U45 Ss 687.5 111 97 87 3 12300
4200 4400 K1 Tt U46 T 715 114 100 87 3 12900
4400 4600 K2 Ut U47 U 715 117 102 90 3 13500
4600 4800 K3 vt U48 Vv 715 120 105 92 3 14100
4800 5000 K4 wt U49 Ww 742.5 122 107 95 3 14700
5000 5200 K5 Xt U50 X 742.5 124 111 97 3 15400
5200 5500 Li Vi U51 bd 742.5 127 111 97 3 16100
5500 5800 L2 at U52 Zz 742.5 130 114 100 3 16900
5800 6100 L3 A* U53 A* 742.5 132 117 102 3 17800
6100 6500 L4 B* U54 B* 742.5 = 120 107 3 18800
6500 6800 L5 c* U55 c* 770 - 124 111 3 20000
6900 | 7400 Us6 D* 770 127 114 3 | 21500
7400 7900 US7 E* 770 132 117 3 | 23000
7900 | 8400 U58 Fe 770 137 122 3 | 24500
8400 8900 Us9 G* 770 142 127 3 26000
8900 9400 U60 H* 770 147 132 3 27500
9400 10000 U61 770 152 132 3 29000
10000 10700 U62 770 - 137 3 31000
10700 11500 U63 770 - 142 3 33000
11500 12400 U64 770 - 147 3 35500
12400 13400 U65 770 - 152 3 38500
13400 14600 U66 770 157 3 42000
14600 U67 770 162 3 46000

= GS owe
Metric Units LLOYD’S REGISTER OF SHIPPING Inch/Pound Units
Chain Minimum weight per Minimum weight per
Diambter length of 27.5m Chain anno IG Tecere
Proof |Breaking | Proof |Breaking| With Dee|With Lugless| | Diameter | proof | Breaking| Proof | Breaking|With Dee | With Lugless
Load Load Load Load Shackle} Shackle Load Load Load Load Shackle | Shackle
fmm [ko [ko | ko | ko | ks |
12.5 6700 9400 9400| 13500 107 105 1/2 6.82 9.55 9.55 13.64 2-1/8 2-1/16
14 8400 11800 11800 16800 130 127 9/16 8.61 12.05 12.05 17.22 2-5/8 2-9/16
16 10900] 15300} 15300; 22000 160 157 5/8 10.60 14.83 14.83 21.19 3-1/4 3-3/16
17.5 13000 18300 18300 26100 190 186 11/16 12.78 17.90 17.90 25.57 3-5/8 3-9/16
19 15300 21500 21500 30700 220 216 3/4 15.17 21.24 21.24 30.34 4-3/8 4-5/16
20.5 17800 24900 | 24900 35600 252 248 13/16 17.75 24.85 | 24.85 35.50 5-1/8 | 5-1/16
22 20400} 28600 | 28600| 40900} 290 286 7/8 20.52) 28.73 | 28.73 41.00 5-7/8 | 5-3/4
24 24200 33900 33900 48500 350 345 15/16 | 23.49 32.88 | 32.88 46.97 6-3/4 6-5/8
26 28300 39700 | 39700 56700 410 405 1 26.65 37.30 37.30 | 53.30 7-5/8 7-1/2
28 32700 45800 | 45800 65500 480 475 1-1/8 33.50 46.90 46.90 67.00 9-3/4 9-5/8
30 37500 52400 52400 74900 550 545 1-3/16 37.25 52.10 52.10 74.45 10-7/8 10-3/4
32 42500 59400 59400 84900 620 615 1-1/4 41.15 57.60 57.60 82.25 | 12 11-7/8
34 47700} 66800| 66800} 95500 700 690 1-5/16 45.20 | 63.30 63,30 90.40 | 13-1/4| 13-1/16
36 53300 74600 74600 | 107000 785 775 1-7/16 53.90) 75.45 75.45 | 107.80 | 15-7/8 15-11/16
38 59200| 82800 | 82800] 118000} 875 860 1-1/2 58.50) 81.90 | 8190) 117.00] 17-1/4| 17
40 65300 91400 | 91400} 131000 965 950 1-9/16 63.30 | 88.60 88.60 | 126.60 | 18-3/4 18-1/2
42 71700! 100000 | 100000; 143000 1055 1040 1-5/8 68.25 95.50 95.50 136.45 | 20 19-5/8
44 78400} 110000 | 110000; 157000 1150 1130 1-3/4 78.65 | 110.10 | 110.10 | 157.25 23-1/8 | 22-3/4
46 85300} 119000 | 119000} 171000 1260 1240 1-13/16 | 84.10 | 117.70 | 117.70 | 168.15 24-7/8 | 24-1/2
48 92600| 130000 | 130000| 185000 1370 1345 1-7/8 89.70 | 125.60 | 125.60 179.40 26-5/8 | 26-1/8
50 100000} 140000 | 140000} 200000 1485 1455 2 | 101.40 | 142.00 | 142.00 | 202.85 30 29-3/8
52 108000} 151000 | 151000, 215000 1605 1575 2-1/16 | 107.51 | 150.50 | 150.50 | 215.00 31-7/8 | 31-1/4
54 116000} 162000 | 162000| 231000 1725 1690 2-1/8 113.75 | 159.25 | 159.25 | 227.50 33-3/4 | 33
56 124000| 174000 | 174000} 248000 1850 1810 2-3/16 120.15 | 168.25 | 168.25 | 240.30 35-7/8 | 35-1/8
58 132000} 185000 | 185000| 265000 1985 1945 2-5/16 133.45 | 186.80 | 186.80 266.85 40 39-1/8
60 141000| 198000 | 198000} 282000 2125 2075 2-3/8 | 140.30 196.40 | 196.40} 280.55 42-1/4 41-1/4
62 150000} 210000 | 210000; 300000 2275 2220 2-7/16 147.30 | 206.20 | 206.20 | 294.55 44-1/2| 43-3/8
64 159000| 223000 | 223000} 319000 2430 2370 2-1/2 154.45 | 216.20 | 216.20 | 308.85 47 45-7/8
66 169000| 236000 | 236000| 337000} 2590 2525 2-5/8 169.15 | 236.80 | 236.80 | 338.30 52 50-5/8
68 178000} 250000 | 250000; 357000 2755 2685 2-11/16 | 176.70 | 247.40 | 247.40 | 353.40 54-1/2| 53-1/8
70 188000| 263000 | 263000| 376000} 2925 2850 2-3/4 184.40 | 258.20 | 258.20) 368.85 57-1/8 | 55-5/8
73 203000! 285000 | 285000} 407000) 3185 3100 2-7/8 200.25 | 280.35 | 280.35 | 400.45 62-5/8 | 60-7/8
76 219000| 307000 | 307000| 438000 3460 3360 3 216.60 | 303.20 | 303.20 | 433.15 68-3/8 | 66-3/8
78 230000 | 322000 | 322000 | 459000 3640 3535 3-1/16 | 224.95 | 314.90 | 314.90 | 449.85 71-1/4| 69-1/8
81 246000! 345000 | 345000 | 492000 3940 3820 3-3/16 | 242.05 | 338.85 | 338.85 | 484.05 77-3/8 | 75
84 263000} 368000 | 368000 | 526000 4240 4105 3-5/16 | 259.60 | 363.45 | 363.45 | 519.25 83-5/8 | 81
87 280000 | 393000 | 393000 | 561000 4555 4405 3-7/16 | 277.70 | 388.75 | 388.75 | 555.35 90-1/8 | 87-1/8
90 298000! 417000 | 417000 596000 4870 | 4705 3-9/16 | 296.20 | 414.65 | 414.65 | 592.35 96-3/4 | 93-1/2
92 310000} 434000 | 434000} 620000 5085 4905 35/8 | 305.60 | 427.85 | 427.85 | 611.25 | 100 96-1/2
95 329000} 460000 | 460000 | 657000 5405 | 5210 3-3/4 324.80 | 454.70 | 454.70 | 649.55 | 106-5/8 | 102-3/4
97 341000| 477000 | 477000} 682000 5630 5425 3-13/16 | 335.25 | 469.33 | 469.33 | 670.50 | 110-7/8 | 106-3/4
100 360000} 504000 | 504000| 720000) 5970 5745 3-15/16 | 354.33 | 496.06 | 496.06 | 708.65 | 116-3/4 | 112-1/2
102 373000| 522000 | 522000 | 746000} 6210 5970 4 364.35 | 510.15 | 510.15 | 728.75 | 120-5/8 | 116
105 393000} 550000 | 550000} 785000} 6580 6320 4-1/8 384.75 | 538.65 | 538.65 | 769.50 | 128-5/8 | 123-1/2
107 406000} 568000 | 568000; 812000 6845 6575 4-3/16 | 397.00 | 555.77 | 555.77 | 793.95 | 134-3/4 | 129-3/8
111 433000| 606000 | 606000} 865000) 7380 7080 4-3/8 426.65 | 597.30 | 597.30 | 853.25 | 145-3/8 | 139-3/8
114 453000| 635000 | 635000 | 907000) 7795 7475 4-1/2 448.10 | 627.35 | 627.35 | 896.20 | 154-1/8| 147-5/8
117 474000} 664000 | 664000 | 948000 8220 7870 4-5/8 469.90 | 657.85 | 657.85 | 939.80 | 163 156
120 495000 | 694000 | 694000; 991000} 8650 8270 4-3/4 492.00 | 688.80 | 688.80 | 984.00 | 172 164-1/2
122 510000} 714000 | 714000 | 1019000 8960 8550 4-13/16 | 501.78 | 702.49 | 702.49 | 1000.36 | 176-5/8 | 168-5/8
124 524000| 734000 | 734000 |1048000; 9275 8835 4-7/8 515.73 | 722.03 | 722.03 | 1031.47 | 182-1/8 | 173-1/2
127 546000 | 764000 | 764000 |1092000| 9740 9270 5 537.18 | 752.06 | 752.06 | 1074.36 | 191-5/8 | 182-1/2
130 568000| 795000 | 795000 |1136000| 10210 9710 5-1/8 558.87 | 782.42 | 782.42 | 1117.74 | 201-3/8 | 191-1/2
132 583000| 816000 | 816000 |1165000| 10540 10005 5-3/16 | 573.45 | 802.83 | 802.83 | 1146.91 | 207 196-1/2
137 620000} 868000 | 868 000}1240000} 11320 10750 5-3/8 610.33 | 854.46 | 854.46 | 1220.66 | 222-3/8 | 211-1/8
142 658000| 921000 | 921000 |1316000| 12110 11500 5-9/16 | 647.75 | 906.85 | 906.85 | 1295.51 | 237-3/8 | 225-1/2
147 697000| 975000 | 975000 |1393000} 12950 12300 5-3/4 685.66 | 959.93 | 959.93 | 1371.34 | 253-7/8 | 241
152 736000 | 1030000 |1030000 |1471000} 13890 13200 6 724.00 |1013.61 |1013.61 | 1448.01 | 274-1/8 | 260-1/2

High Strength and Extra High Strength
Metric Units AMERICAN BUREAU OF SHIPPING Inch/Pound Units
High Strength Extra-high Strength High Strength Extra-highStrength
Chain|Length|___Srade 2 Grade 3 Min.Wt.| | Chain Grade 2 Grade 3 Min. Wt.
Dia-|of Five|Proof | Breaking |Proof [Breaking per Dia- Length of Proof |Breaking| Proof | Breaking per
meter| Links | Load Load Load Load 27.5m meter Five Links Load Load Load Load 15 Fathoms
mm | mm kg kg kg kg kg in [ft | in | Ibs Ibs Ibs Ibs Ibs
12.5] 275} 6700 9400 9400} 13500 110 3/4 1 | 4-1/2 34000} 47600| 47600} 68000 480
14 308 | 8400 11800] 11800] 16800 130 13/16; 1 | 5-7/8 39800| 55700! 55700| 79500 570
16 352 | 10900 15300] 15300} 22000 170 7/8 1 | 7-1/4 46000| 64400| 64400} 91800 660
17.5| 385] 13000 18300! 18300! 26100 180 15/16| 1 | 8-5/8 52600| 73700! 73700} 105000 760
19 418 | 15300 21500! 21500} 30700 220 1 1 | 10 59700| 83600| 83600] 119500 860
20.5} 451 | 17800 24900) 24900) 35600 260 1-1/16 1 | 11-3/8 | 67200! 94100} 94100] 135000 970
22 484 | 20400 28600} 28600} 40900 300 1-1/8 2 | 0-3/4 | 75000] 105000} 105000} 150000 | 1080
24 528 | 24200 33900} 33900} 48500 340 1-3/16 2 | 2-1/8 83400| 116500! 116500 e700 | 1220
26 572 | 28300 39700} 39700; 56700 420 1-1/4 2 | 3-1/2 92200| 129000! 129000) 184000 | 1350
28 616 | 32700 45800! 45800} 65500 480 1-5/16 2| 4-7/8 101500| 142000} 142000} 203000 | 1490
30 660 | 37500 52400| 52400} 74900 550 1-3/8 2 | 61/4 111000} 155000) 155000} 222000 1630
32 704 | 42500 59400} 59400} 84900 610 1-7/16 2 | 7-5/8 120500} 169000} 169000} 241000 1780
34 748 | 47700 66800} 66800} 95500 700 1-1/2 2/9 131000 | 183500] 183500} 262000 | 1940
36 792 | 53300 74600} 74600} 107000 790 1-9/16 2 | 10-3/8 142000} 198500) 198500} 284000 2090
38 836 | 59200 82800} 82800] 118000 880 1-5/8 2 | 11-3/4 153000| 214000] 214000} 306000 | 2240
40 880 | 65300 91400} 91400] 131000 970 1-11/16| 3 | 1-1/8 166500| 229000} 229000! 327000 | 2410
42 924 | 71700} 100000) 100000] 143000] 1070 1-3/4 3 | 2-1/2 176000} 247000] 247000} 352000 2590
44 968 | 78400} 110000) 110000] 157000} 1170 1-13/16| 3 | 3-7/8 188500| 264000| 264000) 377000 | 2790
46 | 1012] 85300) 119000] 119000} 171000; 1270 1-7/8 3 | 5-1/4 | 201000} 281000 281000 | 402000 | 2980
48 | 1056 | 92600]! 130000} 130000) 185000] 1380 1-15/16| 3 | 65/8 | 214000| 299000) 299000} 427000 | 3180
50 | 1100 100000} 140000) 140000) 200000] 1480 2 3 8 227000! 318000} 318000} 454000 | 3360
52 | 1144/108000/ 151000} 151000} 215000} 1600 2-1/16 | 3 | 9-3/8 241000} 337000} 337000} 482000 | 3570
54 | 1188116000} 162000] 162000) 231000} 1720 2-1/8 3 | 10-3/4 255000; 357000) 357000! 510000 | 3790
56 | 1232 124000) 174000| 174000) 248000! 1850 2-3/16 4 | 0-1/8 | 269000! 377000| 377000} 538000 | 4020
58 | 1276 /|132000| 185000| 185000} 265000} 1990 2-1/4 4} 1-1/2 284000! 396000} 396000) 570000 4250
60 ee 198000| 198000) 282000) 2120 25/16 | 4 | 2-7/8 299000| 418000} 418000, 598000 | 4490
62 | 1364 /150000| 210000} 210000; 300000! 2250 2-3/8 4 | 4-1/4 314000| 440000) 440000! 628000 | 4730
64 | 1408 159000 | 223000/ 223000) 319000| 2440 2-7/16 | 4 |) 55/8 330000} 462000| 462000) 660000 | 4960
66 | 1452 |169000| 236000 | 236000) 337000! 2590 2-1/2 4| 7 346000| 484000| 484000) 692000 5270
68 | 1496 |178000 | 250000) 250000} 357000| 2750 29/16 | 4 | 83/8 | 363000} 507000} 507000! 726000 5540
70 | 1540 188000} 263000| 263000, 376000| 2910 2-5/8 4 | 9-3/4 | 379000} 530000 530000 758000 5820
73 | 1606 |203000| 285000! 285000) 407000| 3180 211/16 | 4 | 11-1/8 | 396000) 554000) 554000) 792000 ak,
76 | 1672219000! 307000} 307000) 438000} 3470 23/4 | 5 | 01/2 | 413000 578000| 578000) 826000 nob
78 | 1716 |230000 |} 322000] 322000) 459009 | 3650 2-13/16| 5 | 1-7/8 431000| 603000| 603000) 861000 Ha
81 | 1782 |246000} 345000] 345000) 492000. 3930 2-7/8 5 | 3-1/4 | 449000) 628000| 628000) 897000 J
84 | 1848 /263000/ 368000] 368000! 526000] 4250 2-15/16| 5 | 45/8 | 467000| 654000] 654000} 934000 7330
87 | 1914 |280000| 393000] 393000) 561000} 4560 3 5 | 6 485000 679000! 679000) 970000 he
90 | 1980 |298000| 417000 417000| 596000! 4860 3-1/16 5 | 7-3/8 504000} 705000} 705000} 1008000 —
92 | 2024 |310000| 434000} 434000} 620000! 5100 3-1/8 5 | 8-3/4 523000 | 732000} 732000) 1046000 | 8 .
95 | 2090 |329000| 460000] 460000! 657000! 5400 3-3/16 5 | 10-1/8 | 542000| 759000] 759000| 1084000 | 8660.
97 | 2134 }341000| 477000] 477000} 682000] 5670 3-1/4 5 | 11-1/2 562000| 787000| 787000) 1124000 | 9010
98 | 2156 |347000| 486000! 486000} 695000} 5750 35/16 | 6 | 0-7/8 | 582000! 814000| 814000| 1163000 | 9360
100 | 2200 |360000 | 504000/ 504000} 720000/ 6010 3-3/8 6 | 2-1/4 | 602000] 843000] 843000| 1204000 | 9730
102 | 2244 |373000/ 522000| 522000! 746000| 6250 3-7/16 | 6 | 3-5/8 622000| 871000; 871000| 1244000 | 10100
105 | 2310 |393000| 550000} 550000) 785000) 6600 3-1/2 6| 5 643000| 900000} 900000] 1285000 | 10500 _
107 | 2354 |406000| 568000} 568000} 812000} 6820 3-9/16 6 | 6-3/8 | 664000| 929000] 929000] 1327000 | 10900
108 | 2376 |412000|} 577000| 577000} 825000} 6950 3-5/8 6 | 7-3/4 685000} 958000] 958000) 1369000 Mi
111 | 2442 |433000| 606000} 606000} 865000| 7290 3-3/4 6 | 10-1/2 728000 | 1019000 | 1019000} 1455000 | Le
114 | 2508 |453000 | 635000| 635000! 907000] 7640 3-7/8 7 | 1-1/4 | 772000 | 1080000 | 1080000) 1543000 | Le
117. | 2574 |474000| 664000] 664000) 948000/ 7980 3-15/16| 7 | 2-5/8 794000 | 1111000 | 1111000] 1587000 {133
120 | 2640 |495000 694000} 694000} 991000} 8310 4 7/| 4 816000 | 1143000 | 1143000| 1632000 | 1a700
122 | 2684510000} 714000} 714000} 1019000| 8620 4-1/8 7 | 6-3/4 | 862000 | 1207000 | 1207000) 1724000 | 146 :
124 | 2728 |524000| 734000} 734000/ 1048000! 8920 4-1/4 7 | 9-1/2 | 908000 | 1272000 | 1272000} 1817000 | eae
127 | 2794/|546000| 764000! 764000] 1092000} 9380 4-3/8 8 | 01/4 | 956000 | 1338000 | 1338000} 1911000 igzoe
130 | 2860 |568000 | 795000) 795000/ 1136000! 9840 4-1/2 8 | 3 1004000 | 1405000 | 1405000 | 2008000 | 1
132 | 2904 |583000| 816000} 816000} 1165000! 10140 4-5/8 8 | 53/4 | 1053000 / 1474000 | 1474000] 2105000 | oe
137 | 3014620000 | 868000} 868000} 1240000} 10910 43/4 8 | 8-1/2 | 1102000 | 1543000 | 1543000] 2204000 | soeea
142 3124 |658000 | 921000} 921000} 1316000/ 11670 4-7/8 8 11-1/4 1153000 | 1613000 | 1613000 2305000 20900
147 | 3234|697000| 975000} 975000} 1393000] 12440 5 9| 2 1203000 | 1685000 | 1685000 | 2407000 oe
152 | 3344 |736000 | 1030000 | 1030000} 1471000} 13200 5-1/8 9 | 4-3/4 | 1255000 | 1757000 | 1757000| 2509000
157. | 3454775000 | 1085000 | 1085000] 1550000| 14000 5-3/8 9 | 10-1/4 | 1359000] 1903000 | 1903000 2719000 paces
162 | 3564 |816000 | 1142000 |1142000] 1631000] 14700 5-5/8 10 | 3-3/4 | 1466000 |2052000 | 2052000 | 2932 Oe | Pe h00
5-3/4 10 | 6-1/2 | 1520000 |2128000 | 2128000 | 30390 S| Sep
6 11 | 0 1629000 |2280000 | 2280000 3257000 ps Ae
6-1/8 11 | 2-3/4 | 1684000 |2357000 | 2357000 | 336700!
63/8 | 11 | 81/4 | 1795000 |2512000 | 2512000 3589000 | 32400

Screw Pin or Bow Safety Shackle
Anchor
Flounder Plate
Anchor Joining Link
Round Pin or Sip Be
Safety Chain Shackle A dF
Pick-up Buoy, Al V// |
SN | Chain Connecting Link 7
Welded Stud Cast or Concrete Sinker =, es
y Yfff °
x Chain Shackle Link (ORQ): ' ‘ Wf : [z=
Concrete 100//)// a, ino so,
Screw Pin Clump Pa Uy peer
—_— Screw Pin or Bow de —//—e/ f=
ar-shaped Safety Shackle — W oe
Mushroom Anchor a. =) feeaoree
S ms Out “4 Sa
Polypropylene Hawser An ar ji on ] pra
GO) /L | 6 kee
LY V7, Yee. Quick Release Hook
Com i Ge Has _— Mooring Buoy
>. Oa nnd 2___. Jaw and Jaw Swivel Shackle
f seein esse Cast or Concrete Clump Forged Rir
ixo=eaxe Chain Connecting Link
jon Quick Welded Stud Link pes Anchor Joining Link
and Jaw Release Hook an
, Swivel
Shackle — Mooring Buoy
Welded Stud Link
(ORQ) Chain
Chain Connecting Link —
Cast or Concrete
Clump
Round Pin or
Cast or Concrete
Safety Chain Shackle Sinker
Screw Pin or Bow Anchor Joining Link
Safety Shackle
Flounder Plate
Anchor

Sd awe
Way
RSS
Moorfast or Offdrill Bow Safety Shackle Flounder Plate
Anchor or Screw Pin
Anchor Joining Link Round Pin Shackle? Cast or Concrete Sinker
Chain Connecting Welded Stud Link or Wire Rope
Link ORQ Chain
Cast or Concrete Clump Mushroom Anchor Pick-up Buoy
Polypropylene Hawser Swivel Shackle Mooring Buoy
Quick Release Hook ‘ota

Noa ey
_— fety Shackle
“S_Flounder Plate lan
Shackle
#7 Welded Stud Link
a Chain =e | Sts :
) Shackle =e WY : = 2, en
ae, 6 ND _ hs
ea sw Sale shackle Wire Rope | peruxccses G regen)
Wire Rope Pennant Link = Roa, 8 : a
i TPH Na COS See °
= a8 a eT ( rw fe wet
- iG = <q] AHI ER A = x sm 8)
ee Fo ay ame %
mal }
tpn @ ahs SRY) Pelican Hook or Chain Stopper
SSS— 0, b |— Wire Rope
= \\._ @— Bow Safety Shackle
eG Chain Chaser
_ ote Se SE
y i eee peaeesocem pUSCOCSTETS
Swivel ; —_ Chain Connecting Link ———_ see
(SS FL —FER eee eer Welded Stud Link
— CF | Chain
Stockiess, Siiug Siowing (d Q\ Round Pin Anchor Shackle
Lightweight or Danforth Anchor

Bow Safety Shackle Flounder Plate
or Screw Pin
\ Welded Stud Link Wire Rope
\ (ORQ) Chain
Ay, - Hinge Link Chain Stopper
_ Ag } J-Chain Chaser Anchor
Anchor Joining Link Swivel
hain Connecting Link — oe / ry )
Round Pin Chain Chain Connecting Link
Shackle

ag Ce ae ee ea ae,
Gis nea
LENGTH i ee
LINK LINK OVER (API) EXTRA STRENGTH |
LENGTH WIDTH SIX
LINKS PROOF BREAK PROOF BREAK PROOF BREAK
POUNDS| POUNDS| POUNDS POUNDS POUNDS POUNDS
Pa dT ce CTs [| 26 85,000] 128,000[ 84,000 |_ 129,000 | 130,000 | 180,600 __
re | 634 | 4 | 2-174 | 107,000] 162,000] 106,000 | 161,000 | 164,300 | 225,400
pra fia {ez {sei} tazo00 | 1e8.000{ 0.000 | 1s8.000 | 201800 277,200
e174 | 415/16 | 36-3/4 | 158,000] 238,000] 157,000 | 235,000 | 243,300 | 329,000
riz [9 | 53 | 39 | 187,000] 282,000] 185,000 | 280,000 | 286,700 | 392,000
[214 | i312 | 81/8 | 58-1/2 [| 405000] 611,000] 403,000 [610,000 | 624.600 | 854,000
27716 993,000__|
se pass ss 488 000 | — 744 000] —a82,000-| rea 000 | — 762,000] 7,047,600
Ps CUd| 8SCSdTs10-13/16 | 78 | 693,000] 1,044,000] 693,000 | 1,045,000 | 1,067,000 | 1,452,000 _|
rssrie_| 19-778 | 1115/16 | 6-1/8 | 830,000 7,261,000[ 833,160 | 1,263,000 | 1,283,000 | 1,741,000
zi | 12578 [91 ____| 918,000 | 1,383,000[ 922,000 | 7,383,100 | 1,419,800 | 1,922,000
Zia | 1215/16 | 9414 | 977,000 | 1,473,000] 1,021,000 | 1,566,000 | 1,572,000 | 2,176,700
13-3/8 ia Te BE 2,432,000
[41 24 | 14378 [104 J 1,165,000 | 7,756,000 1,298,000 | 7,996,500
To supply the need of the Offshore Oi! Industry, Hamanaka offers length of chain or with every heat of bar material. Three links are
Oi! Rig Quality, Special Quality and Extra Strength flash welded subjected to ultimate break load and one link is used to supply
chain. Chain can be made in continuous lengths omitting thé need certified test specimens. These specimens are charpy impact, me
for chain connecting links. chanical property and photomicrographic; the specimens are taken
Material — Fine grain alloy steel is used to develop optimum me- opposite link weld at the 2/3R position.
chanical properties and superior proof and break loads. Inspection — All testing and inspection is certified by regulating
Heat Treatment — All chain is heat treated to refine welding and —*st!N9 agencies.
minimize any presence of Widmanstatten structure. Prior to painting, all chain is visually inspected for surface defects
Studs — The forged stud is pressed into the link and secured by by qualified personnel and by customer's representative, if desired.
welding all around one end opposite the link weld. Ultrasonic inspection of chain can be conducted per customer's
Test Specimens — Four extra links are manufactured with every request.

MOORING CABLE pean
GRAPNEL .
J CHASER
| i TEST LOAD — 150 TONS
. } PERMANENT !
CHASER
PLAIN TYPE
TEST LOAD — 250 TONS A
TEST LOAD — 300 TONS
Permanent Permanent
K-4043 J Chaser Chaser with Grapnel Chaser
PERMANENT CHASER shackle eye Plain Type
WITH SHACKLE EYE ; - ad.
A dp. Ic \\Al ec AIA| | pb = |e
e) ls db SY Se
5 EaG 3-8"
TEST LOAD — 250 TONS Mae 4000| 2650 3600 2300
091-8804 091-8822 091-8840 091-8868

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PENDANT - LINE SHACKLE
SSX Ss >-4047 |
SECURING NUT Yoo ~ }
Castellated: for ease of placement and removal by one man. / b
Contoured: to avoid wire rope damage on winch drums. | , 7. \
SHACKLE BODY | | | | | } |
With optimum curvature to accommodate thimbles and IL | 1° '
avoid thimble collapse. Note Bolt Spacer (BS) with same |
function. (| A]... DS-
DIMENSIONS IN MILLIMETRES | Lee i
BOQORGOG oiled
Semmccces
CHAIN CONNECTING LINK
d = nominal dia. of common link . / \ r F | |
2 = 64 k=15d R=165d | : —n
w= 406d t= 118d 1 = 065d | ne /
K-4048 Part No. | Oo .Ll[@