| Rebar diameter, mm. | Catalogue number | Cross section, mm² | Min. weight per meter (gr/m) | Tensile strength, (Mpa) | Bending strength (kg/cm²) | Modulus of elasticity, N/mm² |
|---|---|---|---|---|---|---|
| 5 | 785 | 16.61 | 50+/- 10 | 1200 | 10500 | 60000 |
| 6 | 786 | 26.41 | bb | 1200 | 10500 | 60000 |
| 8 | 787 | 51.53 | 110 +/- 10 | 1200 | 10500 | 60000 |
| 10 | 789 | 69.36 | 160 +/- 20 | 1200 | 10000 | 60000 |
| 12 | 790 | 107.51 | 230 +/- 20 | 1180 | 10000 | 60000 |
| 13 | 791 | 126.62 | 270 +/-20 | 1180 | 10000 | 60000 |
| 14 | 792 | 145.19 | 290+/- 20 | 1180 | 9800 | 60000 |
| 15 | 793 | 169.72 | 350 +/- 20 | 1180 | 9800 | 60000 |
| 16 | 794 | 193.50 | 390 +/- 20 | 1170 | 9800 | 60000 |
| 20 | 796 | 298.5 | 580 +/- 20 | 1170 | 9500 | 60000 |
| 25 | 797 | 463.53 | 970 +/- 30 | 1160 | 9000 | 60000 |
| 28 | 798 | 600.99 | 1170+/- 30 | 1160 | 9000 | 60000 |
| 32 | 799 | 784.27 | 1530 +/- 30 | 1160 | 8500 | 60000 |
| 40 | 800 | 1293.04 | 2390 +/-50 | 1160 | 8500 | 60000 |