
Prestressed concrete strands are a commonly used high-strength material in engineering. Their core advantages are high strength, low relaxation, corrosion resistance, and convenient construction. They are mainly used in large bridges, long-span buildings, precast components, and heavy-duty structures, and can effectively improve crack resistance, stiffness, and durability.
| DIA. | Tensile strength |
steel area | Approx. length mass |
FM | FM.max | 0.1% proof load |
| mm | MPa | mm² | kg/1km | kN | kN | kN |
| 15.2 | 1670 | 139 | 1086 | 232 | 267 | 204 |
| DIA. | Tensile strength |
steel area | Approx. length mass |
FM | FM.max | 0.1% proof load |
| mm | MPa | mm² | kg/1km | kN | kN | kN |
| 18.0 | 1770 | 223 | 1742 | 379 | 436 | 334 |
| DIA. | Tensile strength |
steel area | Approx. length mass |
FM | FM.max | 0.1% proof load |
| mm | MPa | mm² | kg/1km | kN | kN | kN |
| 9.3 | 1770 | 52.0 | 406.1 | 92.0 | 106 | 81.0 |
| 11.0 | 1770 | 70.0 | 546.7 | 124 | 143 | 109 |
| 12.5 | 1770 | 93.0 | 726.3 | 165 | 190 | 145 |
| 15.7 | 1770 | 150 | 1172 | 266 | 306 | 234 |
| DIA. | Tensile strength |
steel area | Approx. length mass |
FM | FM.max | 0.1% proof load |
| mm | MPa | mm² | kg/1km | kN | kN | kN |
| 15.2 | 1820 | 165 | 1289 | 300 | 345 | 264 |
| DIA. | Tensile strength |
steel area | Approx. length mass |
FM | FM.max | 0.1% proof load |
| mm | MPa | mm² | kg/1km | kN | kN | kN |
| 8.0 | 1860 | 38.0 | 296.8 | 70.7 | 81.3 | 62.2 |
| 9.3 | 1860 | 52.0 | 406.1 | 96.7 | 111 | 85.1 |
| 9.6 | 1860 | 55.0 | 429.6 | 102 | 117 | 89.8 |
| 11.3 | 1860 | 75.0 | 585.8 | 140 | 161 | 123 |
| 12.5 | 1860 | 93.0 | 726.3 | 173 | 199 | 152 |
| 12.9 | 1860 | 100 | 781.0 | 186 | 214 | 164 |
| 15.2 | 1860 | 139 | 1086.0 | 259 | 298 | 228 |
| 15.7 | 1860 | 150 | 1172.0 | 279 | 321 | 246 |
| DIA. | Tensile strength |
steel area | Approx. length mass |
FM | FM.max | 0.1% proof load |
| mm | MPa | mm² | kg/1km | kN | kN | kN |
| 12.7 | 1860 | 112 | 874.7 | 208 | 239 | 183 |
| Initial force in percent of Min. breaking strength |
Relax |
| % | % |
| 70 | 2.5 |
| 80 | 3.5 |