Deformed Bars
Chemical Composition Accroding 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 | |
| BjTS 30 | 30 (295) | 45 (440) |
D < 25> D ? 25 : 24 |
180º | 3 x d |
| BjTS 35 | 35 (345) | 50 (490) |
D < 25> D ? 25 : 20 |
180º | 4 x d |
| BjTS 40 | 40 (390) | 57 (560) |
D < 25> D ? 25 : 20 |
180º | 5 x d |
| BjTS 50 | 50 (490) | 63 (620) |
D < 25> D ? 25 : 14 |
90º | 5 x d |
Dimension According to SNI-2052-2002
| Designation |
Nominal Area |
Unit Weight | Deformation Requirement | ||||
| Nominal Weight | Tolerance | Min. Height | Max. Height | Max. Spacing | Max. Gap | ||
| (mm2) | (kg.m) | (%) | (mm) | (mm) | (mm) | (mm) | |
| D. 10 | 78.54 | 0.617 | ± 6 | 0.5 | 1.0 | 7.0 | 7.9 |
| D. 13 | 132.70 | 1.040 | ± 6 | 0.7 | 1.3 | 9.1 | 10.2 |
| D. 16 | 201.10 | 1.580 | ± 5 | 0.8 | 1.6 | 11.2 | 12.6 |
| D. 19 | 283.50 | 2.230 | ± 5 | 1.0 | 1.9 | 13.3 | 14.9 |
| D. 22 | 380.10 | 2.980 | ± 5 | 1.1 | 2.2 | 15.4 | 17.3 |
| D. 25 | 490.90 | 3.850 | ± 5 | 1.3 | 2.5 | 17.5 | 19.7 |
| D. 29 | 662.50 | 5.180 | ± 4 | 1.5 | 2.9 | 20.3 | 22.8 |
| P. 32 | 804.20 | 6.310 | ± 4 | 1.6 | 3.2 | 22.4 | 25.1 |
| P. 36 | 1018.50 | 7.990 | ± 4 | 1.8 | 3.6 | 25.2 | 28.3 |