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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)
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BREAKING LOAD AND MASS FOR 8x36 SW and 8x37 SF Construction.
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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.
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