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  1. yahiatata

    Shear Wall Design, Pier Shear Exceed!

    the etabs give,the maximum ratio of flexural design=2%,you can chang it,But this ratio is giving from UBC code.
  2. yahiatata

    SHEAR WALLS IRREGULAR DISTRIBUTION

    HI,My probleme's :can i find the code seismic who elimine the first or the second mode the torsion axes Z.http://files.engineering.com/getfile.aspx?folder=087ebd2a-323e-4878-b237-b0507a6b3bb5&file=ESCALIER.EDB

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