Quanski
Structural
- May 9, 2011
- 21
I am in the process of evaluating the load capacity of the precast concrete roof. The roof consists of 20’LG. x 4’Wide x 8”Deep precast core slabs which supports a typical built-up roof. My problem is that the existing plans do not indicate the pre-stressing strand details and visual inspection is limited. I am wondering if anyone can provide some insight on how to properly estimate the capacity of the core slabs without destructive examination. What core slabs were available back in the 80’s?