8x36 SW (14-7+7-7-1) (CF)

8x36 SW (14-7+7-7-1) (CWR)

8x37 SF (12-12-6F-6-1) (CF)

8x37 SF (12-12-6F-6-1) (CWR)
BREAKING LOAD AND MASS FOR 8x36 SW and 8x37 SF 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
16 91.3 111 115 136 130 153 144 170
18 116 141 146 172 164 194 182 215
19 129 157 162 192 183 216 203 239
20 143 174 180 212 203 239 225 365
22 173 210 218 257 246 290 272 321
24 205 251 259 306 292 345 324 382
26 241 294 304 359 343 405 380 448
28 279 341 353 416 398 469 440 520
32 365 445 461 544 519 613 575 679
36 462 564 583 688 657 776 728 859
38 515 628 650 767 733 864 811 957
40 570 696 720 850 812 958 899 1 061
44 690 842 871 1 028 982 1 159 1 088 1 283
48 821 1 002 1 037 1 223 1 169 1 379 1 294 1 527
52 964 1 176 1 217 1 436 1 372 1 619 1 519 1 792
56 1 118 1 364 1 411 1 665 1591 1 877 1 762 2 079
60 1 283 1 566 1 620 1 912 1 826 2 155 2 022 2 386
64 1 460 1 781 1 843 2 175 2 078 2 452 2 301 2 715
68 I 648 2 011 2 081 2 455 2 346 2 768 2 597 3 065
Note : To obtain calculate the aggregate breaking force, multiply the figures given in col 4, 6 and 8 by 1.220 and in col 5, 7 and 9 by 1.364.
Due to non-standard construction, we shall accept such orders with minimum quantity acceptable to us for production, due to less demands the delivers will be longer.