(8 x 25) with Fiber Core (CF)

(8 x 25) with Steel Core (CWR)
BREAKING LOAD AND MASS FOR 8 x 25 F (12-6 F-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 22.8 27.8 30 35 33 39 37 43
9 28.9 35.2 37 44 42 50 47 55
10 35.7 43.5 46 54 52 61 58 68
11 43.1 52.6 56 66 63 74 70 82
12 51.3 62.6 66 78 75 88 83 98
13 60.2 73.5 78 92 88 104 97 115
14 69.9 85.2 90 107 102 120 113 133
16 91.3 111 118 139 133 157 147 174
18 116 141 149 176 168 199 186 220
19 129 157 166 196 188 221 208 245
20 143 174 184 218 208 245 230 272
22 173 210 223 263 252 297 279 329
24 205 251 266 313 299 353 331 391
26 241 294 312 368 351 414 389 459
28 279 341 361 426 407 481 451 532
32 365 445 472 557 532 628 589 695
36 462 564 597 705 673 795 746 880
38 515 628 666 785 750 885 831 980
40 570 696 738 870 831 981 921 1 086
44 690 842 892 1 0530 1 006 1 187 1 114 1 314
48 821 1 002 1 062 1 253 1 197 1 413 1 326 1 564
52 964 1 176 1 246 1 471 1 405 1 658 1 556 1836
Note: To calculate the aggregate breaking force, multiply the figures given in col 4, 6 and 8 by 1.19 and in col 5, 7 and 9 by 1.332.