For Shovels, Cranes, Hoist Draglines Mining, Logging, Slings, Oil-Fields, Fishing, etc.

6 x 19M (12/6-1) Fiber Core (CF)

6 x 19M (12/6-1) Steel Core (CWR)
BREAKING LOAD AND MASS FOR 6x19/12/6-1 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 24.2 31 33 35 38 39 42
9 28.0 30.8 39 42 44 48 49 53
10 34.6 38.1 48 52 54 59 60 65
11 41.9 46.4 58 63 66 71 73 79
12 49.8 54.8 69 75 78 85 87 94
13 58.5 64.3 82 88 92 99 102 110
14 67.8 74.6 95 102 107 115 118 128
16 88.6 97.4 124 133 139 150 154 167
18 112 123 156 169 176 190 195 211
19 125 137 174 188 196 212 217 235
20 138 152 193 208 218 235 241 260
22 167 184 234 252 263 284 292 315
24 199 219 278 300 313 338 347 375
26 234 257 326 352 368 397 407 440
28 271 298 378 409 426 461 472 510
32 354 390 494 534 557 602 617 666
36 448 493 625 675 705 761 781 843
38 500 550 697 752 785 848 871 939
40 554 609 772 834 870 940 964 1 041
44 670 - 934 - 1 053 - 1 166 -
48 797 - 1 112 - 1 253 - 1 388 -
52 936 - 1 305 - 1 471 - 1 629 -
Note: To calculate the aggregate breaking force, multiply the figures given in col 4, 6 and 8 by 1.163 and in col 5, 7 and 9 by 1.25. 1) Wire strand core (CWS) may be used for rope diameter 12 mm and below.

6x7(6-1) Fiber Core (CF)

6x7 (6-1) Steel Core (CWR)
BREAKING LOAD AND MASS FOR 6X7 (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 22.9 25.2 33 36 38 41 42 45
9 28.9 31.8 42 46 48 51 53 57
10 35.7 39.3 52 56 59 64 65 70
11 43.2 47.6 63 68 71 77 79 85
12 51.5 56.6 75 81 85 91 94 101
Note: To calculate the aggregate breaking force, multiply the figures given in col 4, 6 and 8 by 1.111 and in col 5, 7 and 9 by 1.193.