MOLPRO Basis Query, element=Pa, basis=ECP60MDF, l=d
Basis Pa d ECP60MDF
| Primitives | Contractions... |
|---|
| 193.416400 | 0.000195 | -0.000046 | -0.000003 | 0.000126 | -0.000465 |
| 57.586300 | 0.001275 | -0.000629 | -0.001570 | -0.002856 | 0.000255 |
| 14.759400 | 0.043113 | -0.012078 | -0.014119 | -0.006298 | -0.074004 |
| 10.084700 | -0.126360 | 0.039406 | 0.058669 | 0.062059 | 0.212847 |
| 3.526800 | 0.375719 | -0.149165 | -0.243250 | -0.359771 | -1.091512 |
| 1.891200 | 0.490189 | -0.190204 | -0.491985 | -0.835886 | 0.592959 |
| 0.958500 | 0.245643 | 0.010378 | 0.426537 | 1.967944 | 1.246413 |
| 0.431300 | 0.035913 | 0.387641 | 0.866826 | -1.007617 | -2.161121 |
| 0.171400 | -0.000216 | 0.518091 | -0.507061 | -0.487014 | 1.909128 |
| 0.061000 | 0.000203 | 0.281203 | -0.469209 | 0.788151 | -1.032938 |
Comment: (10d)/[5d] for Pa ECP60MDF