tructure | Nominal diameter | Tolerance on Diameter | Nominal Area of Section | Weight of strand | Tensile Strength, Rm | Minimum Breaking load,Fm | 0,2% proof force , Fp0.2 | Elongation Lo=500mm, Agt | Curvative of strand | Lay Length | The Relaxation at 1000h (initial load to 70% of nominal max load ) (r/%) Not more than |
(mm) | (mm) | (mm2) | (kg/1000m) | (N/mm2) | KN | KN | (%) | mm | mm | ||
1X7 | 9.5 | +0.30 -0.15 | 54.8 | 430 | 1860 | 102 | 91.8 | 3.5 | Max bow height = 25mm/ 1meter | (12-16)d | 2.5 |
9.5 | 54.8 | 430 | 1960 | 107 | 96.3 | ||||||
11. 10 | 74.2 | 582 | 1860 | 138 | 124 | ||||||
11. 10 | 74.2 | 582 | 1960 | 145 | 131 | ||||||
12. 70 | +0.40 -0.15 | 98.7 | 775 | 1860 | 184 | 166 | |||||
12. 70 | 98.7 | 775 | 1960 | 193 | 174 | ||||||
15.2 | 140 | 1101 | 1860 | 260 | 234 | ||||||
15.2 | 140 | 1101 | 1960 | 274 | 247 | ||||||
15. 70 | 150 | 1178 | 1860 | 279 | 251 | ||||||
17. 80 | 191 | 1500 | 1860 | 353 | 318 | ||||||
(1X7)C | 12. 70 | 112 | 890 | 1860 | 208 | 187 | |||||
15. 20 | 165 | 1295 | 1820 | 300 | 270 | ||||||
18 | 223 | 1750 | 1720 | 384 | 346 |
Grade | Nominal diameter | Tolerance on Diameter | Nominal Area of Section | Weight of strand | Tensile Strength | Minimum Breaking load | Minimum load at 1% Extension | Rp0.1% | Elongation Lo=610mm | Curvative of strand | Lay Length | The Relaxation at 1000h (initial load to 70% of nominal max load ) (r/%) Not more than | |||
(mm) | (in.) | (mm) | (mm2) | (in.2) | (kg/ 1000m) | (lb/ 1000ft) | (N/mm2) | (KN) | (KN) | (KN) | (%) | mm | |||
270 (1860) | 9.53 | 3/8 | +0.65,-0.15 | 54.80 | 0.085 | 432 | 290 | 1860 | 102.30 | 92.10 | N/A | 3.5 | Not Specified | (12-16)d | 2.5 |
11.11 | 7/16 | +0.65,-0.15 | 74.20 | 0.115 | 582 | 390 | 1860 | 137.90 | 124.10 | N/A | |||||
12.70 | 1/2 | +0.65,-0.15 | 98.70 | 0.153 | 775 | 520 | 1860 | 183.70 | 165.30 | N/A | |||||
15.24 | 3/5 | +0.65,-0.15 | 140.00 | 0.217 | 1102 | 740 | 1860 | 260.70 | 234.60 | N/A | |||||
17.78 | 7/10 | +0.65,-0.15 | 189.70 | 0.294 | 1487 | 1000 | 1860 | 353.20 | 318.00 | N/A |
Steel Name | Steel Number | Diameter | Tensile strength | Cross-sectional area | Mass per meter | Permitted deviation on mass per meter | Characteristic value of maximum force | Maximum value of maximum force | Characteristic value of 0.1% proof force | Min.Elong. Lo=500mm | Curvative of strand | Lay Length | Relaxation 1000h value no more than (initial load at 70% specified breaking load) |
D | Rm | Sn | M | Fm | Fm,max | Fp0.1 | |||||||
mm | MPa | mm2 | g/m | % | kN | kN | kN | % | mm | mm | (%) | ||
Y1860S7 | 1.1366 | 9.30 | 1860 | 52.0 | 406.1 | ±2 | 96.7 | 111.0 | 85.1 | 3.5 | Max bow height = 25mm/ 1meter | (14-18)d | 2.5 |
Y1860S7 | 1.1366 | 12.50 | 1860 | 93.0 | 726.3 | ±2 | 173.0 | 199.0 | 152.0 | ||||
Y1860S7 | 1.1366 | 15.20 | 1860 | 139.0 | 1086.0 | ±2 | 259.0 | 298.0 | 228.0 | ||||
Y1860S7 | 1.1366 | 15.70 | 1860 | 150.0 | 1172.0 | ±2 | 279.0 | 321.0 | 246.0 | ||||
Y1960S7 | 1.1367 | 9.30 | 1960 | 52.0 | 406.1 | ±2 | 102.0 | 117.0 | 91.0 | ||||
Y1960S7 | 1.1367 | 12.50 | 1960 | 93.0 | 726.3 | ±2 | 182.0 | 209.0 | 162.0 | ||||
Y2060S7 | 1.1368 | 12.50 | 2060 | 93.0 | 726.3 | ±2 | 192.0 | 221.0 | 171.0 | ||||
Y2060S7 | 1.1368 | 12.90 | 2060 | 100.0 | 781.0 | ±2 | 206.0 | 237.0 | 183.0 | ||||
Y2060S7G* | 1.1372 | 12.70 | 1860 | 112.0 | 874.7 | ±2 | 208.0 | 239.0 | 183.0 | ||||
Y2060S7G* | 1.1372 | 15.20 | 1860 | 165.0 | 1289.0 | ±2 | 307.0 | 353.0 | 270.0 | ||||
Y1700S7G* | 1.1370 | 18.00 | 1700 | 223.0 | 1742.0 | ±2 | 379.0 | 436.0 | 334.0 |