Influence of Fiber Orientation on the Shear Properties of Steel Fiber-Reinforced Reactive Powder Concrete Beams

Table 6

Calculated value of and its evaluation.

Sample type	Specimen variable (%)				vu		Error value	Standard deviation
					Calculated	Measured
SFRPC	L20-R1	100	4.52	1	2.4685	2.481	0.0125	0.0521
	L30-R1	150	4.72	0.67	2.2860	2.356	0.07
	L40-R1	200	4.88	0.5	2.1384	2.05	0.0884
	L20-R2	100	4.88	2	2.8325	2.794	0.0385
	L30-R2	150	5.16	1.33	2.5749	2.588	0.0131
	L40-R2	200	5.40	1	2.4020	2.444	0.042