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

Table 10

Inclined cracking and ultimate loads for indirectly loaded beams.

Beams		RCA (%)	Load (kN)		Reduction due to RCA (%)		(%)	Reserved strength (%)
			Inclined cracking	Ultimate	(%)	(%)
G1TB1	1.0	0	210	740	—	—	28	252
G1TB2		25	200	640	5	14	31	220
G1TB3		50	160	460	24	38	35	188
G1TB4		75	130	430	38	42	30	231
G2TB1	1.35	0	200	700	—	—	29	250
G2TB2		25	200	550	0	21	36	175
G2TB3		50	150	420	25	40	36	180
G2TB4		75	100	380	50	46	26	280
G3TB1	1.7	0	141	440	—	—	32	212
G3TB2		25	140	430	1	2	33	207
G3TB3		50	135	400	4	9	34	196
G3TB4		75	115	350	18	20	33	204