Buna ziua!
Am modelat pt prima data o structura metalica tip dom si as avea nevoie de o parere vis-a-vis de rezulatele modale pentru cei care au mai avut de-a face cu asa ceva.
Modal | 1 | 0.204 | 0.4461 | 0.0559 | 0.4461 | 0.0559 | 0 | 0 |
Modal | 2 | 0.204 | 0.0559 | 0.4461 | 0.5019 | 0.5019 | 0 | 0 |
Modal | 3 | 0.198 | 0 | 0 | 0.5019 | 0.5019 | 5.768E-06 | 5.768E-06 |
Modal | 4 | 0.198 | 0.0031 | 0.0031 | 0.505 | 0.505 | 0 | 5.768E-06 |
Modal | 5 | 0.198 | 0.0032 | 0.0032 | 0.5082 | 0.5082 | 0 | 5.768E-06 |
Modal | 6 | 0.198 | 0.0001 | 0.0001 | 0.5083 | 0.5083 | 0 | 5.768E-06 |
Modal | 7 | 0.193 | 0 | 0 | 0.5083 | 0.5083 | 0 | 5.768E-06 |
Modal | 8 | 0.193 | 0 | 0 | 0.5083 | 0.5083 | 0 | 5.768E-06 |
Modal | 9 | 0.186 | 0.0003 | 0.106 | 0.5086 | 0.6143 | 0 | 5.768E-06 |
Modal | 10 | 0.186 | 0.106 | 0.0003 | 0.6146 | 0.6146 | 0 | 5.768E-06 |
Modal | 11 | 0.181 | 0 | 0 | 0.6146 | 0.6146 | 0 | 5.768E-06 |
Modal | 12 | 0.18 | 0 | 0 | 0.6146 | 0.6146 | 0 | 5.768E-06 |
Modal | 13 | 0.18 | 0 | 0 | 0.6146 | 0.6146 | 6.805E-06 | 1.257E-05 |
Modal | 14 | 0.18 | 0.002 | 0.0024 | 0.6165 | 0.6169 | 0 | 1.257E-05 |
Modal | 15 | 0.18 | 0.0024 | 0.002 | 0.6189 | 0.6189 | 0 | 1.257E-05 |
Modal | 16 | 0.179 | 0 | 0 | 0.6189 | 0.6189 | 0 | 1.257E-05 |
Modal | 17 | 0.171 | 0.0002 | 0.1474 | 0.6191 | 0.7663 | 0 | 1.257E-05 |
Modal | 18 | 0.171 | 0.1474 | 0.0002 | 0.7665 | 0.7665 | 0 | 1.257E-05 |
Modal | 19 | 0.152 | 0 | 0 | 0.7665 | 0.7665 | 0 | 1.257E-05 |
Modal | 20 | 0.152 | 0 | 0 | 0.7665 | 0.7665 | 0 | 1.257E-05 |
Modal | 21 | 0.148 | 0 | 0 | 0.7665 | 0.7665 | 0 | 1.257E-05 |
Modal | 22 | 0.142 | 3.354E-06 | 4.45E-05 | 0.7665 | 0.7665 | 0 | 1.257E-05 |
Modal | 23 | 0.142 | 4.45E-05 | 3.35E-06 | 0.7665 | 0.7665 | 0 | 1.257E-05 |
Modal | 24 | 0.138 | 0 | 0 | 0.7665 | 0.7665 | 0 | 1.257E-05 |
Modal | 89 | 0.071 | 0.0628 | 0.0381 | 0.9019 | 0.9019 | 0 | 0.6336 |
Pareri legat de faptul ca abia la modul 89 obtin participare de peste 90%?
Ceva recomandari de carti/articole pe subiect.
Trimit e2k-ul daca are cineva rabdare...