(6 x 25) with Fiber Core (CF) (Filler Construction)

(6 x 25) with Steel Core (CWR) (Filler Construction)
BREAKING LOAD AND MASS FOR 6 x 25 (12/6+6F/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 24.3 26.8 34 37 38 41 42 46
9 30.8 33.9 43 46 48 52 54 58
10 38.0 41.8 53 57 60 65 66 71
11 46.0 50.6 64 69 72 78 80 86
12 54.7 60.2 76 82 86 93 95 103
13 64.3 70.7 90 97 101 109 112 121
14 74.5 82.0 104 112 117 127 130 140
16 97.3 107 136 147 153 165 169 183
18 123 135 172 186 194 209 214 232
19 137 151 191 207 216 233 239 258
20 152 167 212 229 239 258 265 286
22 184 202 257 277 289 312 320 346
24 219 241 305 330 344 372 381 412
26 257 283 358 387 404 436 447 483
28 298 328 416 449 469 506 519 560
32 389 428 543 586 612 661 678 732
36 493 542 687 742 775 837 858 926
38 549 604 766 827 863 932 956 1 032
40 608 669 848 916 956 1 033 1 059 1 144
44 736 810 1 026 1 109 1 157 1 250 1 281 1 384
48 876 964 1 222 1 319 1 377 ! 487 1 525 1 647
52 1028 1 131 1 434 1 548 1 616 1 745 1 790 1 933
56 1 192 1 311 1 663 1 796 1 874 2 024 2 076 2 242
60 1 369 1 506 1 909 2 061 2 152 2 324 2 383 2 573
64 1 557 1 713 2 172 2 345 2 448 2 644 2 711 2 928
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.