Assalam o alaikum.
Does safe has capability to model variable thickness (uniformly variable thickness) footing/tapered footing?? If yes then please explain me how to do it? What I got from internet is We can model variable thickness footing slab by the following method
Draw lesser thickness slab and assign soil springs/required support to it. then draw a 2nd slab with more thickness where u want to thicken the slab. The overlapped area of both footings will automatically get properties of slab with less thickness. (In case of drop pannels it is somewhat different). But this procedure is useful for sudden increase in thickness. How to model tapered/uniformly varying thickness?
Thanks.