How does Concept implement section 24.2.3.8 of ACI318-14 which permits the deflections of Class U slabs to be based on Ig? I am working on a model where the plots for Ieff/Ig for the load history deflections indicates significant reductions in stiffness…

I have got my report, but there is no loading details like dead load, Wind loads and all... In report settings i have added Loadings, but its not showing.... Wt to do???? i want to see other load details. How to get that details?

Is there a way to identify/see/plot which elements in a flat RC slab are cracked at the end of RAM Concept's analysis? I'd like to be able to compare the deflection results that RAM Concept calculates with those produced by a consultant in a generic…

We are currently working on a RC garage model (11” slab thickness, max span ≈34’). We are noticing that our load history deflections are much larger than we are expecting. When we run load history deflections we get a Final Instantaneous Deflection…