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  1. GJoeRMK

    Modeling question in etabs, What does a ribbed shell means?

    Greeting fellows engineers, I am making a thesis about slab flexibility and so slab rigidity is an important topic to me. I want to know what exactly does Etabs to shell element when I select the type as "ribbed". The manuals are very blurry in this topic to say at best. I found an article...
  2. GJoeRMK

    questions about ETABS

    1- If you require beams that are offset from the column line , you should probably offset the column first so beams are not require to be offset. 2- I probably will use a shell thick element to model those beams and a shell thin element for the slabs as the figure below

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