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  • Users: Mkasem
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  1. Mkasem

    PROPERTY MODIFIER IN ETABS

    HI Modeling cracked behavior of shear walls in ETABS 1. For shell elements pier-shear walls with default orientation of local axes, the main modifier affects directly on flexural stiffness "EI" is "f22". 2. For shell elements spandrel- beam with default orientation of local axes, the main...
  2. Mkasem

    Cantilever beam more than 6 meter model consideration in etabs

    Hi: i have cantilever beam more than 6 meter,any one have idea to design in etabs. attached file is the etabs model any one can check, i will thanks.http://files.engineering.com/getfile.aspx?folder=96c0a54f-83c8-4829-836d-e64e8d7fa147&file=villa-01.EDB

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