Good morning. I currently designing a foundation for an industrial building. due to space limitations in the subsoil, the spread footings must all be eccentric. This is shown below:
I have a STAAD.pro file with the column reactions and I wish to design this foundation with STAAD foundation, or STAAD foundation Advanced. Due to stability conditions I need to include foundation tie beams to control moments generated by the excentric loads.
Is it possible to design such foundation with the mentioned software?
Any tips?
Thank you for your assistance,
Regards,
Ivan Franco