Ram SS Floor Vibrations
Ram SS Floor Vibrations
(OP)
I would like to check floor vibrations using the AISC DG11 method in Ram SS. I have wide-flange girders, bar joists @ 24" o.c. and a 3" slab on 9/16" form deck. Does Ram SS require composite deck instead of form deck?
Do I need to figure out a work-around for this?
Help please!
Do I need to figure out a work-around for this?
Help please!
RE: Ram SS Floor Vibrations
Scott
RE: Ram SS Floor Vibrations
"Quick" hand calculations are proceeding slowly.
RE: Ram SS Floor Vibrations