Plain Bars
Mechanical Properties According to SNI 07-2052-2002
| Steel Class | Tensile Test | Bend Test | |||
| Minimum Yield Strength kgf/mm2 (MPa) | Minimum Tensile Strength kgf/mm2 (MPa) | Minimum Elongation (%) | Bending Angle | Bending Diameter | |
| BjTP 24 | 24 (235) | 39 (380) |
D < 25 : 20 D ≥ 25 : 24 |
180º | 3 x d |
| BjTP 30 | 30 (295) | 45 (440) |
D < 25 : 18 D ≥ 25 : 20 |
180º | 4 x d |
Dimension According to SNI 07-2052-2002
| Designation |
Nominal Area |
Unit Weight | |
| Nominal Weight | Tolerance | ||
| (mm2) | (kg.m) | (%) | |
| P. 8 | 50.27 | 0.395 | ± 7 |
| P. 10 | 78.54 | 0.617 | ± 6 |
| P. 12 | 113.10 | 0.888 | ± 6 |
| P. 16 | 201.10 | 1.580 | ± 5 |
| P. 19 | 283.50 | 2.230 | ± 5 |
| P. 22 | 380.10 | 2.980 | ± 5 |
| P. 25 | 490.90 | 3.850 | ± 5 |
| P. 32 | 804.20 | 6.310 | ± 4 |
| P. 36 | 1017.90 | 7.990 | ± 4 |