Experimental and Numerical Evaluation of Shear Strength of Directly and Indirectly Loaded Flanged Recycled Self-Compacted Reinforced Concrete Deep Beams

Table 2

Physical properties of constituents.

Test details	Fine aggregate	Coarse aggregate		Limestone powder (LSP)
		NCA	RCA
Specific gravity	2.63	2.66	2.39	2.4
Moisture content (%)	1.00	0.55	—	—
Dry density (g/cm^3)	1.72	1.69	—	—
Water absorption (%)	1.20	0.84	5.5	5