From: Flexural Capacity Prediction Model For Steel Fibre-Reinforced Concrete Beams
Steel fibre
\({A{^{\prime}}}_{g}\)
\(A_t^{\text{'}}\)
\(A_eff^{\text{'}}\)
Volume
mm2
0.75%
184.08
92.04
29.74
1.50%
319.83
159.91
51.66