i am student in my last yearmy graduation project on pile soil interaction and i have a lot of errors if you can help me
The first thing you ought to do is make sure that the analysis runs without PSI as a basic static analysis to ensure that the structure is stable.
Next follow the troubleshooting steps presented in section 5 of the PSI manual, Troubleshooting Common Problems.
I'd recommend reviewing the PSI input to make sure there are not any input errors which may be causing issues. You can also use the Plot Soil Data, Pile Capacity and Pile Load Utilities to view the soil data to see if there are any input errors or capacity problems with your analysis.
Beyond that I won't be able to help you without more information.
Regards,
Geoff
Answer Verified By: amr ashraf
sacinp01.dat
when i upload psi input look as spamcan please accept add request
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6242.psiinp.dat