Table 15:
One way analysis of variance for static modulus of elasticity of concrete.
Source of Variation
SS
df
MS
F
P-value
F crit
Between Groups
13928846
5
2785769
128.0379
5.2E-06
4.387374
Within Groups
130544.2
6
21757.37
-
-
-
Total
14059391
11
-
-
-
-