Secondary effect of PT

hi everyone

Does do get the secondary effects of PT in the prestress box girder, can we capture that effect under maxima or it will always be there in aqb only

If you calculate construction stages modul CSM creates automatically load case number 150xx and 160xx for prestress. So if there is a construction stage CS 11 with prestressing you find beside load case 5011 (which includes both parts of prestressing) load cases 15011 and 16011, see screenshot.