~s~: Where you are heading is into the realm of PEs.
and asprin, bengay, mortin.....
Quote
As to the structure being capable of handling the added weight...leave that to the Architect, or structural engineer types. And...good old common sense!
very true, being i'm not a structual anythingHotOne, i just thought a quick calc would get them interested enough to investigate
my impression is, nobody's considered it at all.....
