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  • Users: vicky13790
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  1. vicky13790

    RE: Etabs Modelling without rigid/semi rigid diaphragm

    Hello everyone, Rowing Club. I am doing strengthening of the existing rowing club building The club is a 2 storey structure. I have a model with walls on four sides with openings along the south side (sea side view wall). The problem here is i don't have a rigid diaphragm...
  2. vicky13790

    Bending moment for shell element in etabs: Urgent please help me

    Hi, I would like to know if the moment gets transferred from walls to the frames in etabs, as it does transfer the loads from slabs to the beams. So i would like to know if the Bending moment in shell elements (walls) will be transferred to the Columns(frames. reply me soon please. Regards...
  3. vicky13790

    Etabs- Shear demand for RC walls

    Hi, Does Etabs show shear values for the RC walls. I guess it considers the wall as a stiff member and so the shear value is much lesser than anticipated under EQ case. Is there any other possible way to determine design shear force for RC walls under EQ loading.If it is possible to assume...
  4. vicky13790

    Etabs Modelling

    Hello everyone, I need some clarifications in Etabs modelling. How do i apply lateral loads (EQ) in etabs manually? What's the difference between lump lateral mass at storey level and include lateral mass only of mass source in DEFINE? Which option i should check when i enter the EQ loads...

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