. 2021 Oct 14;14(20):6090. doi: 10.3390/ma14206090

Table 4.

Comparison of the Values of Shear Capacity Obtained from Experimental Result (V_Exp) and from RILEM (V_RILEM) and fib Model Code (V_MC) Calculations of the Tested Beams.

Beam		V_exp	V_MC				V_RILEM
			V_Rd,c	V_Rd,F	V_Rd,s	V_Rd	$V_{c}$	$V_{w d}$	$V_{f}$	V_Rd
C-I	W0	76.3	17.27	0	70.8	88.1	36.3	70.8	0	107.1
	WS78.5	88.6	0	76.88	70.8	129.72	36.3	70.8	17.68	124.78
	WB5	78.7	0	22.3	70.8	93.1	36.3	70.8	2.7	109.8
C-II	W0	70	19.55	0	47.2	66.75	36.3	47.2	0	83.5
	WS78.5	86.6	59.23	47.2	106.43	106.43	36.3	47.2	17.68	101.18
	WB5	78.3	0	22.3	47.2	69.5	36.3	47.2	2.7	86.2
C-III	W0	37.4	30.38	0	0	30.38	36.3	0	0	36.3
	WS78.5	70.1	0	0	0	62.53	36.3	0	17.68	53.98
	WB5	46	0	0	0	3.7	36.3	0	2.7	39.0