Flexural Strength Of Long Waste Cans Fibers Reinforced Concrete Beam
Table 2:
| Sample | Failure Load (kN) | Flexural Strength (MPa) | |
| S0 | Control | 17.5 | 7.9 |
| S1 | 0° | 18.5 | 8.3 |
| S2 | 90° | 14 | 6.3 |
| S3 | 0° + 90° | 16.2 | 7.3 |
| S4 | 0° + 45° | 16.3 | 7.5 |
| Sample | Failure Load (kN) | Flexural Strength (MPa) | |
| S0 | Control | 17.5 | 7.9 |
| S1 | 0° | 18.5 | 8.3 |
| S2 | 90° | 14 | 6.3 |
| S3 | 0° + 90° | 16.2 | 7.3 |
| S4 | 0° + 45° | 16.3 | 7.5 |