Thank you so much for the insight, that thread was very helpful. I'm currently working with joist systems (waffle slabs) supported on all edges.
So I guess my next question would be if makes sense to design a continuous slab on its own, for example, using the Equivalent Frame Method; and after...
Hello, I'm a bit confused and I hope someone can clarify this:
When designing continuous one or two-way slabs supported on all edges, with ACI (any method), there is a distribution of moments. This causes the loads transferred to the supports of the slab to be different than the ones assumed by...
