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  • Users: JV91
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  1. JV91

    Help!

    hi, ETABS professional: Another questions to add on; a) I'm testing with seismic loading.. How come the maximum displacement is increased after i add on Shear Wall? Suppose to be decrease right? What has gone wrong? Thanks so much.
  2. JV91

    ETABS 2013 (Shear wall)

    Hi, ETABS users.. I'm using ETABS 2013 a) Is it necessary to assign any joint connection for SHEAR WALL? What i mean is the connection to slab and beam. If yes, then how? Thanks and appreciated!
  3. JV91

    ETABS 2013

    Hi, ETABS users.. I'm using ETABS 2013 a) Is it necessary to assign any joint connection for SHEAR WALL? What i mean is the connection to slab and beam. If yes, then how? Thanks and apprecited!

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