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  • Users: MCE2
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  1. MCE2

    Composite Steel Deck

    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...
  2. MCE2

    RISA 3D - Flexible Diaphragms Spring Analysis

    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...

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