Hi,
I'm studying the floor vibrations on a model that consisting of three floor A, B and C, despite floor A and C are symmetric, they show different ultimate acceleration because STAAD considers one of the girders only for calculating the results of combined-mode, how can I select which girder to be considered in the calculation of combined mode or how can I view all the possible results. Kindly find the attached model for more information.
I have huge number of load cases, can I get a floor vibration report of all cases without check them one by one.
Regards,
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