Base plate subjected to bi axial moment with large eccentricity

[Anonymous]

Dear all

when I want to design a base plate subjected to bi axial moment with large eccentricity i face a problem , the robot tends to increse the dimention of foundation which it is not right. any one have an idea?

be cause i can consider it as a colmn and just find the nutral axis then go ahead.

thanks

Subhi

[Artur.Kosakowski]

Perhaps you have just blocked that option? Make sure that ex and ey are not marked.

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