I was wanting to use RAM Concept, but didn't know how to do the design strips since there are no columns to help know what the design strip width should be. I thought about just making a bunch of 1' wide strips each direction, but didn't know if that would be correct.
What method of analysis would be used when a two way slab is being supported continuously on 4 sides? An example would be a 20'x20' masonry structure with a concrete roof. Due to building limitations, the slab has to be one thickness. I'd assume a two way slab design would be best, but when...
