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Recent content by Mkasem

  1. Mkasem

    PROPERTY MODIFIER IN ETABS

    Thanks Kootk
  2. 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...
  3. 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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