Design of Structural Concrete with Bone China Fine Aggregate Using Statistical Approach

Table 10

Variance and normality assumptions checked on different standard codes for the flexure strength test.

Sample	Variances	-value	Decision
Experimental	0.0075	0.205	Normal distribution observed in the table
IS 456	0.0048	0.488	Normal distribution observed in the table
ACI-363	0.0067	0.374	Normal distribution observed in the table
CSA-2010	0.0038	0.511	Normal distribution observed in the table
NZS-3101	0.0061	0.531	Normal distribution observed in the table