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    Very High Design Moment for Piers Below Plinth Level - ETABS

    I have tried that with no change in results. Even in ETABS manual it is written that pier and spandrel design sections are designed for forced obtained from program's analysis. Then don't know from where ETABS is designing for such a high moment
  2. P

    Very High Design Moment for Piers Below Plinth Level - ETABS

    Hello Everyone, I am trying to design a G+10 building with shear walls to be constructed with Mivan Technology. This is the first time I am modelling in ETABS and that too shear wall. After the analysis, piers below plinth level are not passing in design even the actual moment in them is very...

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