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

Table 8

Properties of fresh RASCC.

RCA (%)	Slump flow (mm)	EFNARC Guideline		T500 (sec)	EFNARC Guideline
		Min	Max		Min	Max
0	700	650	800	2.66	2	5
25	680	650	800	2.70	2	5
50	660	650	800	2.72	2	5
75	650	650	800	3.02	2	5
RCA (%)	V-funnel (sec)	EFNARC Guideline		L-box	EFNARC Guideline
		Min	Max		Min	Max
0	8.27	8	12	0.94	0.8	1.00
25	8.40	8	12	0.94	0.8	1.00
50	8.56	8	12	0.93	0.8	1.00
75	9.41	8	12	0.89	0.8	1.00