Hi Engineers,
I have modelled two steps in plate model in staad pro.
i have got more settlement in dead load alone in support (pile) region why?
i have attached model and output for reference.../
plz guide me if anyone have idea.../
7041.model.std
Hi,The pile spring values are low and with lack of vertical support on the edges your model becomes a mechanism rotating about centerline. Please note that Enforced But supports should only be used when there is support displacement load.
Answer Verified By: DHINESHKUMAR RAJAVEL
ok thankyou.../