comportare structura metalica tip dom, raspuns modal

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.

Modal10.2040.44610.05590.44610.055900
Modal20.2040.05590.44610.50190.501900
Modal30.198000.50190.50195.768E-065.768E-06
Modal40.1980.00310.00310.5050.50505.768E-06
Modal50.1980.00320.00320.50820.508205.768E-06
Modal60.1980.00010.00010.50830.508305.768E-06
Modal70.193000.50830.508305.768E-06
Modal80.193000.50830.508305.768E-06
Modal90.1860.00030.1060.50860.614305.768E-06
Modal100.1860.1060.00030.61460.614605.768E-06
Modal110.181000.61460.614605.768E-06
Modal120.18000.61460.614605.768E-06
Modal130.18000.61460.61466.805E-061.257E-05
Modal140.180.0020.00240.61650.616901.257E-05
Modal150.180.00240.0020.61890.618901.257E-05
Modal160.179000.61890.618901.257E-05
Modal170.1710.00020.14740.61910.766301.257E-05
Modal180.1710.14740.00020.76650.766501.257E-05
Modal190.152000.76650.766501.257E-05
Modal200.152000.76650.766501.257E-05
Modal210.148000.76650.766501.257E-05
Modal220.1423.354E-064.45E-050.76650.766501.257E-05
Modal230.1424.45E-053.35E-060.76650.766501.257E-05
Modal240.138000.76650.766501.257E-05
Modal890.0710.06280.03810.90190.901900.6336
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...
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Debug Trace

Info CommentModel->PageWhere()