pressure load

[rodainnajjar1229]

dear sir
when i applay pressure load on any walls in model ( pic 1)  results as follow :
-no problem with displacements Z self weight (pic 2)
-illogical displacements Z & X & Y ( pic 3-4-5)
regards

[Artur.Kosakowski]

Have you defined any horizontal restrains or only the vertical supports?

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[rodainnajjar1229]

dear sir

kindly find attched file... only i used raft foundation kz=30000

but retaining walls fixed by 2 floors up & bottom and there is illogical displacements Y& X

regards

[Artur.Kosakowski · Accepted solution]

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@rodainnajjar1229 wrote:

dear sir

kindly find attached file... only i used raft foundation kz=30000

but retaining walls fixed by 2 floors up & bottom and there is illogical displacements Y& X

regards

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But what 'fixes' the walls or the entire building in the horizontal direction as there are no such supports? Please try to define some horizontal restrains e.g. modifying the elastic soil definition by entering e.g. 10000 values in the indicated fields.

If you find your post answered press the Accept as Solution button please. This will help other users to find solutions much faster. Thank you.