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Table 7 Determined effective area of SF in resisting tension

From: Flexural Capacity Prediction Model For Steel Fibre-Reinforced Concrete Beams

Steel fibre \({A{^{\prime}}}_{g}\) \(A_t^{\text{'}}\) \(A_eff^{\text{'}}\)
Volume mm2 mm2 mm2
0.75% 184.08 92.04 29.74
1.50% 319.83 159.91 51.66