I'm not a student, but I am an EIT. My intentions were not to have someone solve the problem for me, I was only looking for some help/guidance.
The slab is like a sidewalk slab (24" x 16", or any other size).
Hi,
Does anyone know of a method of determining the flexural capacity of a concrete slab supported by pedestals, subject to a point load? Such as in a floating concrete panel patio deck?
Think of a concrete slab section (say 24" x 16") simply-supported at each corner by pedestals (pedestals...