Application Based Industry

6X37M CONSTRUCTION

Mass and Breaking Force for 6X37M (18/12/6-1) 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 30 32 33 36 37 40
9 28.0 30.8 37 40 42 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
15 77.9 85.6 104 112 117 127 130 140
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
25 216 238 289 312 326 352 361 390
26 234 257 313 338 353 381 391 422
28 271 298 363 392 409 442 453 489
29 291 320 389 420 439 474 486 525
30 311 343 417 450 470 507 520 562
31 333 366 445 480 501 542 555 600
32 354 390 474 512 534 577 592 639
34 400 440 535 578 603 651 668 721
35 424 466 567 612 639 690 708 764
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
42 610 671 816 882 920 994 1019 1101
44 670 737 896 968 1010 1091 1119 1208
45 701 771 937 1012 1057 1141 1170 1264
46 732 805 979 1058 1104 1193 1223 1321
48 797 877 1066 1152 1202 1298 1331 1438
50 865 952 1157 1250 1304 1409 1445 1560
52 936 1029 1252 1352 1411 1524 1562 1687
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.