which load case values does staad use in second rcc design method in which it gives a dxf detailing file of beams nd column

dear sir greetings,

                                   we all knows that staad have two methodes of designing the concrete of frames

                                   1:-  commands(menubar) > design>concrete design >select code (data area)......................

                                   2:- concrete design (mode change) > define envelops> autoform members>design brief >design group > design > nd plot the dxf files

                                   so all i want to ask tht which value of load case does dstaad take for design in second option , because it gives the different result in both option