From: Flexural Capacity Prediction Model For Steel Fibre-Reinforced Concrete Beams
 | Steel fibre volume | |
---|---|---|
Cross sections (mm2) | 0.75% | 1.50% |
1 | 188.80 | 316.20 |
2 | 211.51 | 345.50 |
3 | 184.05 | 275.60 |
4 | 152.16 | 326.47 |
5 | 175.78 | 399.60 |
6 | 192.18 | 255.58 |
Mean | 184.08 | 323.16 |
Standard deviation | 19.63 | 51.31 |
Coefficient of variance | 0.11 | 0.16 |