Warning: Make sure you scan the downloaded attachment with updated antivirus tools before opening them. They may contain viruses. Use online scanners here and here to upload downloaded attachment to check for safety.
Posted: Tue Jun 14, 2016 11:06 pm Post subject: PILED RAFT DESIGN IN STAAD FOUNDATION ADVANCED
I am trying to design a pile supported raft foundation in Staad foundation advanced.I imported original staad pro model in staad foundation.Now after analysing the model punching shear failure is happening under 4 columns. interestingly nodal displacement of mesh in this punching shear failure zone is +ve, whereas in other area it is -ve. Is this phenomenon corelated?
If anyone can shed light why punching shear failure is happening & its remedy.
Thank you. _________________ gkoushik
You cannot post new topics in this forum You cannot reply to topics in this forum You cannot edit your posts in this forum You cannot delete your posts in this forum You cannot vote in polls in this forum You can attach files in this forum You can download files in this forum