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Outcomes suggested that the assumption of plane cross-section presented real about, the 500 MPa longitudinal rebars worked at a top tension degree within the limitation width of splits on reinforced SFR-CRAC beams at the normal serviceability, and the typical failure took place because of the yield of 500 MPa longitudinal rebars followed by the crushed SFR-CRAC in compression. The cracking weight, the flexural capacity, together with flexural ductility associated with the beams increased with the volu
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