Application Based Industry

6X19M

MASS AND BREAKING FORCE FOR 6X19M (12/6-1) CONSTRUCTION ROPES.
Nominal Rope Dia. Approx Mass  of Rope Minimum Breaking Force corresponding to Rope Grade of
1570 1770 1960
FIBRE CORE STEEL CORE FIBRE CORE STEEL CORE FIBRE CORE STEEL CORE FIBRE CORE STEEL CORE
(CF) (CWR) (CF) (CWR) (CF) (CWR) (CF) (CWR)
(1) (2) (3) (4) (5) (6) (7) (8) (9)
mm Kg/100Mtr KN KN KN KN KN KN
8 22.1 24.4 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 46.1 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
15 77.9 85.6 109 117 122 132 136 146
16 88.6 97.4 124 133 139 150 154 167
18 112 123.3 156 169 176 190 195 211
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
25 216 238 302 326 340 367 376 407
26 234 257 326 352 368 397 407 440
28 271 298 378 409 426 461 472 510
29 291 320 406 438 457 494 507 547
30 311 343 434 469 490 529 542 585
31 333 366 464 501 523 565 579 625
32 354 390 494 534 557 602 617 666
34 400 440 558 602 629 679 696 752
35 424 466 591 638 666 720 738 797
36 448 493 625 675 705 761 781 843
38 500 550 697 752 785 848 870 939
40 554 609 772 834 870 940 964 1041
42 610 671 851 919 959 1036 1062 1148
44 670 737 934 1009 1053 1137 1166 1259
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 12mm and below.