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DNV-OS-E304 Offshore Mooring Steel Wire Ropes |
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| Ch.2: Technical Provisions |
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| Sec.7: Tests of Steel Wire Rope Intended for Mobile Mooring and Towing |
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| A: General |
Smbs = f t k1 (kN)
| f | = average breaking load of one wire (kN) |
| t | = total number of wires |
| k1 | = lay factor as given in Table 3. |
Ch.2 Sec.7 A
| Table 3 Lay factor kl | ||||||||
| Rope construction group | Rope with FC | Rope
with IWRC | 6 ´ 19 | 0.86 | 0.80 | 6 ´ 36 | 0.84 | 0.78 | |
Ch.2 Sec.7 A
| Table 4 Test loads and masses for six strand steel wire ropes | ||||||||||||||||||||||||||||||||||||||||||||||
| Rope with fibre core (FC) | ||||||||||||||||||||||||||||||||||||||||||||||
| Construction groups | Nominal diameter (mm) | Minimum required breaking strength in kN | Approximate
mass (kg/100 m) | | | 1570 N/mm2 | 1770 N/mm2 | | 6 ´ 19
group | 24 | 26 28 30 299 | 351 407 468 337 | 396 459 527 214 | 251 291 334 6 ´ 19
group | and 6 ´ 36 group 32 | 36 40 44 48 52 56 60 530 | 671 829 1 000 1 190 1 400 1 620 1 860 598 | 757 934 1 130 1 350 1 580 1 830 2 100 380 | 480 593 718 854 1 000 1 160 1 330 Rope with independent wire-rope core (IWRC) | Construction groups | Nominal diameter
(mm) | Minimum required
breaking strength (kN) | Approximate mass | (kg/100 m) 1570 N/mm2 | 1770 N/mm2 | 6 ´ 19
group | 24 | 26 28 30 323 | 379 440 505 364 | 428 496 569 241 | 283 328 376 6 ´ 19
group and | 6 ´ 36 group 32 | 36 40 44 48 52 56 60 64 68 573 | 725 895 1 080 1 290 1 510 1 750 2 010 2 290 2 590 646 | 817 1 010 1 220 1 450 1 710 1 980 2 270 2 580 2 920 428 | 542 669 810 964 1 130 1 310 1 510 1 710 1 930 6 ´ 36
group | 72 | 76 80 84 88 92 96 100 104 108 112 116 120 124 128 2 900 | 3 230 3 580 3 950 4 330 4 730 5 160 5 590 6 050 6 520 7 020 7 530 8 060 8 600 9 170 3 270 | 3 640 4 040 4 450 4 880 5 340 5 810 6 310 6 820 7 360 7 910 8 490 9 080 9 700 10 330 2 170 | 2 420 2 680 2 950 3 240 3 540 3 850 4 180 4 520 4 880 5 250 5 630 6 020 6 430 6 850 | ||||||
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