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  1. AqibUsmanMoosa

    ETABS release slab (pin) at core walls for a tower

    i think we may use the link element. i have attached, may it help.http://files.engineering.com/getfile.aspx?folder=26c74298-9aa4-4613-9f36-dd59b8779242&file=How_to_model_Slab_Edge_Release_in_ETABS.pdf
  2. AqibUsmanMoosa

    Eccentricity Value in Response Spectrum Cases and drift checking

    Dear all, My question is that What value of Eccentricity we put in response spectrum case a. .05 b. calculate from ratio of story maximum and average lateral displacement c. zero as default ( as i assumed that 5 % is already included.) To calculate drift, i should check the response spectrum...

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