Hi everyone,
I have a created a STAAD Model wherein Foundation is modelled a Plates.
If you open the attachment, Foundation are combined and others are eccentric.
My question are these:
1. Is this method OK. We don;'t have license for staad foundation so we opt to use this.
2. Is there a way to check for the stability of the foundation?
Notes:
1. Please disregard around 53 warnings . Those are from plates modeled above.
2. Running time is a bit long. It still haven't finished running (now is almost 5 hrs).
I will update this post after analysis is finished.
Thank you in advance.
I would really appreciate if you can reply. @Sye
4061.RMC-CM01_FEMFdn_All.std
RMC-CM01_Final.std