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Recent content by Abdoul86

  1. Abdoul86

    Torsion, Shear and Flexural design output in Etabs

    Hi there, i am having a problem understanding the design output in Etabs in a RC structure. for a given beam concrete design check, i am getting the following results in a certain beam section: 1- for Longitudinal reinforcement: TOP= 300mm BOTTOM= 400mm...
  2. Abdoul86

    shear wall design output for spandrel etabs

    Hi, i am still new to etabs. i have a problem with shear design data output. before running the analysis i assigned both the pier and spandrel labels to my shear wall. after running the analysis etabs won't show me the spandrel analysis it just shows the pier analysis. although when i right...

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