I'm looking for some guidance on edge conditions for a composite steel deck (1.5" deck + 4-5" concrete w/ slope). I am working on a rehab job designing a floor for a 2nd story covered walkway to replace the existing (corrosion and poor design all around). I know its not the ideal choice but its...
Hello,
I am a long time reader but first time poster. I have an issue that has myself and a few others a little stumped. I have built a model in RISA Floor which I analyzed then moved to 3D for lateral analysis. Understanding flexible diaphragms are not well modeled, I was following the...