For Cranes, Slings, Shovels, Hoists and general Engineering Purposes.

(6x37) 8 to 56mm with Fiber Core (CF)

(6x37) 8 to 26mm with Steel Core (CWR)
BREAKING LOAD AND MASS FOR 6 x 37 (18/12/6/1) CONSTRUCTION
Nominal Diameter Approximate Mass
Weight		 Minimum Breaking Force Corresponding to Rope Grade of
1570 N/mm2 1770 N/mm2 1960 N/mm2
Fiber core Steel core Fiber core Steel core Fiber core Steel core Fiber core Steel core
(CF) (CWR) (CF) (CWR) (CF) (CWR) (CF) (CWR)
(1) (2) (3) (4) (5) (6) (7) (8) (9)
mm kg/100 m kN kN kN kN kN kN
8 22.1 24.4 30 32 33 36 37 40
9 28.0 30.8 37 40 4? 46 47 51
10 34.6 38.1 46 50 52 56 58 62
11 41.9 46.1 56 60 63 68 70 76
12 49.8 54.8 67 72 75 81 83 90
13 58.5 64.3 78 84 88 95 98 105
14 67.8 74.6 91 98 102 110 113 122
16 88.6 97.4 118 128 134 144 148 160
18 112 123 150 162 169 183 187 202
19 125 137 167 180 188 203 209 225
20 138 152 185 200 209 225 231 250
22 167 184 224 242 253 273 280 302
24 199 219 267 288 301 325 333 359
26 234 257 313 338 353 381 391 422
28 271 298 363 392 409 442 453 489
32 354 390 474 512 534 577 592 639
36 448 493 600 648 676 730 749 809
38 500 550 668 722 753 814 834 901
40 554 609 741 800 835 902 924 999
44 670 737 896 968 1 010 1 091 1 119 1 208
48 797 877 1 066 1 152 1 202 1 298 1 331 1 438
52 936 1 029 1 252 1 352 1 411 1 524 1 562 1 687
56 1 085 - 1 451 - 1 636 - 1812 -
60 1 246 - 1 666 - 1 878 - 2 080 -
64 1 417 - 1 896 - 2 137   2 367 -
Note: To calculate the aggregate breaking force, multiply the figures given in col 4, 6 and 8 by 1.212 and in col 5, 7 and 9 by 1.302.

"We have a wide variety of diameters and constructions."