Can anyone please help me to understand the following issue which I am confused about displacement check. I am a novice in staad pro.
My question is, should I check the displacement of a full-length beam or the segment of a beam that is cut in many segments due to make plate mesh above the beam.
If my question is not clear please let me know.
Abu, you have posted in the Communities Feedback forum, which is intended to discuss feedback about the site itself. Product Support is handled in the individual product community forums. I see you have posted the question on the RAM | STAAD forum here. Please use that thread to discuss this issue, as the STAAD Support team monitors that forum.
Jesse DringoliTechnical Support Manager, OpenFlows ProductsBentley Communities Site AdministratorBentley Systems, Inc.