Table 2.
Construct | Item code | Loading | CA | CR | AVE | Inner VIF |
---|---|---|---|---|---|---|
EE | EE1 | 0.831 | 0.928 | 0.940 | 0.636 | 1.694 |
EE2 | 0.738 | |||||
EE3 | 0.788 | |||||
EE4 | 0.773 | |||||
EE5 | 0.802 | |||||
EE6 | 0.800 | |||||
EE7 | 0.838 | |||||
EE8 | 0.797 | |||||
EE9 | 0.808 | |||||
WLB | WLB1 | 0.815 | 0.810 | 0.875 | 0.637 | 1.859 |
WLB2 | 0.857 | |||||
WLB3 | 0.755 | |||||
WLB4 | 0.760 | |||||
PE | PE1 | 0.889 | 0.953 | 0.959 | 0.660 | 2.714 |
PE2 | 0.932 | |||||
PE3 | 0.905 | |||||
PE4 | 0.869 | |||||
PE5 | 0.836 | |||||
PE6 | 0.858 | |||||
PE7 | 0.949 | |||||
PE8 | 0.944 | |||||
PE9 | 0.928 | |||||
PE10 | 0.936 | |||||
PE11 | 0.942 | |||||
PE12 | 0.911 | |||||
IWB | IWB1 | 0.841 | 0.828 | 0.886 | 0.661 | 2.823 |
IWB2 | 0.810 | |||||
IWB3 | 0.732 | |||||
IWB4 | 0.861 |