Ok.
But if I have a continuos foot below walls, columns, doors opening and windows openin, reactions can't represent interaction between foots below vertical elements and foots belows opening. So, design would not capture the overall effect between this elements.
My point is how i could model...
Hi there.
I am designing a simple structure, but very irregular, so i want to know how to obtain from etabs, in a simple way, the force or reaction that allow me design the foundations. My design only has shear walls, so i have considered continuous foot.
If somebody know a simple way to do...
