Hey all,
I am checking the load history deflection for a concrete elevated slab at Initial Service Design i.e Self Dead + Balance Loading @ 0 days (time of stressing). How do I make sure that Ram is considering the initial compressive strength of conc. i.e. 3000 psi for the 5000psi conc strength slab. The "E" defined is per code, which depends on the Conc PSI.
However, after varying the Eci/fci' value to its final values, I dont see any difference in deflections. Please advice.
Best,
Rahul
