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  1. NikolayK

    Unusual Moments in Simply Supported Frame in SAP2000

    Thanks Agent666,Blackstar123 and JoshPlumSE for your replies! I have verified that all the beam insertion points are all acting at the centroids. I have tried using a membrane however as noted by JoshPlumSE, I need to model the gravity design of the slab and its interaction with the steel...
  2. NikolayK

    Unusual Moments in Simply Supported Frame in SAP2000

    Hi Engtips community, I am currently trying to model a 6 storey structure in SAP2000 and have applied the following steps: 1. Drawn one-storey version of my model in SAP2000. Steel Frame and Concrete Slab. 2. Applied Auto Frame Meshing for Frames and Areas. 3. Applied Loads using the Uniform...
  3. NikolayK

    Isotropic Modelling of CLT SAP2000

    Hi Eng Tips, This is my first time posting and happy to have joined this lovely community! I am currently on the lookout for a method of modelling Cross Laminated Timber (CLT) as an isotropic material in SAP2000. I have been advised there is a method of converting the orthotropic properties...

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