nfgreen SEFI Member
Joined: 14 Jun 2016 Posts: 1
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Posted: Tue Jun 14, 2016 11:06 pmPost subject: PILED RAFT DESIGN IN STAAD FOUNDATION ADVANCED |
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Dear all, 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 |
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