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 |