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Table 9 Variation of \({M}_{u}\) predicted as a function of \({f}_{c}^{^{\prime}}\) for a higher dosage of SFRC

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

\({f}_{c}^{^{\prime}}\)(MPa) 17.0 26.7 28.2 29.0
\({M}_{u}\) predicted (kNm) 16.02 23.4 24.1 24.4