MOLPRO Basis Query, element=U, basis=ECP60MDF, l=d
Basis U d ECP60MDF
| Primitives | Contractions... |
|---|
| 258.152400 | 0.000136 | -0.000042 | -0.000027 | -0.000293 | -0.000057 |
| 75.170300 | 0.001076 | -0.000450 | -0.001045 | 0.003467 | -0.001967 |
| 20.786900 | 0.012136 | -0.003939 | -0.004760 | -0.009267 | -0.010974 |
| 7.629500 | -0.229921 | 0.084412 | 0.128096 | -0.010746 | 0.427668 |
| 5.516700 | 0.278231 | -0.113456 | -0.162964 | -0.060234 | -0.708332 |
| 2.605800 | 0.551975 | -0.213270 | -0.463388 | 1.266130 | -1.037124 |
| 1.278100 | 0.377844 | -0.100722 | -0.054235 | -1.508105 | 2.617986 |
| 0.561700 | 0.074069 | 0.321783 | 1.072575 | 0.062980 | -2.545826 |
| 0.213500 | 0.000082 | 0.561639 | -0.281443 | 1.054738 | 1.686553 |
| 0.071900 | 0.000484 | 0.344991 | -0.608317 | -0.898798 | -0.787351 |
Comment: (10d)/[5d] for U ECP60MDF